{"meta":{"query_hash":"433f03105df8","filters":{"venue":"Obras y proyectos"},"cohort_total":7,"direct_labels_cover":0,"predictions_cover":7,"exported":7,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/433f03105df8","api":"https://metacan.xera.ac/api/v1/cohort?venue=Obras+y+proyectos"},"results":[{"id":"W2009654363","doi":"10.4067/s0718-28132012000100001","title":"Implicaciones del tsunami de Tohoku del año 2011 para la gestión de desastres naturales en Japón","year":2012,"lang":"es","type":"article","venue":"Obras y proyectos","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geology; Humanities; Art","score_opus":0.008985174209990803,"score_gpt":0.24959808475946516,"score_spread":0.24061291054947434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009654363","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9771999,0.012875332,0.002584887,0.0003923959,0.00038189642,0.0007342404,0.000059448812,0.00057352893,0.0051983744],"genre_scores_gemma":[0.9914052,0.00083590014,0.005676135,0.00016689172,0.0009651097,0.0002017442,0.000037442198,0.00018862067,0.00052294944],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99656194,0.0004650292,0.00046043558,0.0004836743,0.00032962803,0.0016993168],"domain_scores_gemma":[0.99739486,0.0011617658,0.00012736727,0.0006546229,0.000074667405,0.0005867194],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00081582664,0.0007049126,0.0005713805,0.00022153198,0.00023197463,0.00020821924,0.00048695627,0.0007075299,0.00023787262],"category_scores_gemma":[0.00032204442,0.00067351403,0.00027330196,0.00024445547,0.00013114905,0.0006172721,0.00017662751,0.00094651163,0.0009803652],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015500058,0.00058500643,0.78671896,0.0021584022,0.00090318965,0.00018816045,0.00425473,0.005197709,0.0867307,0.032527164,0.005045813,0.07553515],"study_design_scores_gemma":[0.00097064604,0.00016726513,0.93041486,0.000515408,0.00031980325,0.00042036868,0.00014866893,0.009280113,0.04261339,0.00073295954,0.013247177,0.0011693478],"about_ca_topic_score_codex":0.0003556648,"about_ca_topic_score_gemma":0.00008122262,"teacher_disagreement_score":0.14369588,"about_ca_system_score_codex":0.00020819434,"about_ca_system_score_gemma":0.00016676701,"threshold_uncertainty_score":0.99979746},"labels":[],"label_agreement":null},{"id":"W2737619882","doi":"10.4067/s0718-28132017000100004","title":"Comportamiento sísmico de presas de relaves construidas aguas abajo y línea central","year":2017,"lang":"en","type":"article","venue":"Obras y proyectos","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Art; Geology","score_opus":0.006424333416483039,"score_gpt":0.2229901501669003,"score_spread":0.21656581675041725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2737619882","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9279217,0.00029142608,0.001268379,0.00013825366,0.0005822486,0.00030001882,0.000026183854,0.000392526,0.06907925],"genre_scores_gemma":[0.99748904,0.00003921424,0.0014097008,0.00009824703,0.00029122242,0.00002837655,0.000010395035,0.00005125951,0.00058252545],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99855316,0.000032700267,0.00024697406,0.0002486812,0.00018134125,0.00073716266],"domain_scores_gemma":[0.99896044,0.000039047212,0.00006646056,0.00065180624,0.000023229062,0.00025900427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012727769,0.00025020668,0.0002534894,0.00005258618,0.00031599007,0.0002461766,0.0005120549,0.00017458806,0.0002236591],"category_scores_gemma":[0.000117751864,0.00023785343,0.0001075109,0.00003644264,0.00019011233,0.00020660831,0.00006761989,0.00032164852,0.000047003057],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010546188,0.00019291067,0.739965,0.0008540273,0.0007937126,0.0008188083,0.0077800266,0.028630134,0.11492655,0.019050412,0.056335315,0.03054765],"study_design_scores_gemma":[0.002292636,0.00013197145,0.6894089,0.00022682642,0.0001272691,0.0003478141,0.00016817066,0.0700681,0.16065022,0.004494574,0.07075159,0.0013319142],"about_ca_topic_score_codex":0.00019853652,"about_ca_topic_score_gemma":0.00013600136,"teacher_disagreement_score":0.069567345,"about_ca_system_score_codex":0.00011042378,"about_ca_system_score_gemma":0.000093957344,"threshold_uncertainty_score":0.9699381},"labels":[],"label_agreement":null},{"id":"W2962752336","doi":"10.4067/s0718-28132019000100006","title":"Compresibilidad y propiedades dinámicas de suelos diatomáceos de Mejillones","year":2019,"lang":"es","type":"article","venue":"Obras y proyectos","topic":"Environmental and Cultural Studies in Latin America and Beyond","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Humanities; Mineralogy; Physics; Geology; Mathematics; Art","score_opus":0.0050600611202645,"score_gpt":0.22680432880793439,"score_spread":0.2217442676876699,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2962752336","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.942036,0.00087334425,0.000026110956,0.00074593903,0.0002065143,0.0008208095,0.000039313283,0.000093965034,0.055158056],"genre_scores_gemma":[0.9872404,0.0006537737,0.0011160421,0.0007756709,0.0001708887,0.000104650375,0.000012646706,0.00004950888,0.009876472],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9970946,0.00018428046,0.0004017438,0.0008023307,0.00051247905,0.0010046079],"domain_scores_gemma":[0.99888206,0.00012532355,0.00020566744,0.0004963751,0.0000077228415,0.0002828396],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00022576505,0.00049781404,0.00048652227,0.000027346381,0.00039661644,0.00017060796,0.0006014271,0.00020740528,0.011535055],"category_scores_gemma":[0.00004047916,0.00037159398,0.0002228871,0.00026188814,0.0007891467,0.00029402657,0.0006916557,0.0003948268,0.0048666],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005825662,0.0003644998,0.7831445,0.00016464606,0.00009564167,0.000018093378,0.0012072865,0.00017496196,0.1956133,0.00060037983,0.0014224179,0.017136078],"study_design_scores_gemma":[0.0009892355,0.0006524909,0.86358964,0.00020338081,0.00013892993,0.0000593628,0.0014849635,0.0009490972,0.05634236,0.0005615231,0.07396974,0.0010593066],"about_ca_topic_score_codex":0.00042787456,"about_ca_topic_score_gemma":0.000019755222,"teacher_disagreement_score":0.13927093,"about_ca_system_score_codex":0.0004886501,"about_ca_system_score_gemma":0.000028472683,"threshold_uncertainty_score":0.9998736},"labels":[],"label_agreement":null},{"id":"W2962848301","doi":"10.4067/s0718-28132019000100076","title":"Análisis dinámico de una excavación profunda contenida mediante pilotes anclados en la grava de Santiago","year":2019,"lang":"es","type":"article","venue":"Obras y proyectos","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Humanities; Art; Physics","score_opus":0.0036747122547952094,"score_gpt":0.21921778578546386,"score_spread":0.21554307353066865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2962848301","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97651184,0.0010759733,0.011774276,0.00043121012,0.00049150904,0.0012170534,0.0000740599,0.0011779171,0.0072461483],"genre_scores_gemma":[0.9974861,0.00047379968,0.0008309691,0.00007148497,0.00024698704,0.00012254703,0.000039518058,0.0001928819,0.00053569715],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99730843,0.00020919899,0.0005375063,0.0005736521,0.00037075006,0.0010004849],"domain_scores_gemma":[0.9982273,0.00058942277,0.00010424117,0.00064919697,0.00010484496,0.00032502518],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006951492,0.00055921404,0.0006177166,0.00022425022,0.00009550479,0.0002517754,0.00048737135,0.0006274587,0.0002804831],"category_scores_gemma":[0.00071294483,0.0005658771,0.00020636774,0.0005345902,0.000095929056,0.00026602254,0.00013030814,0.0008582391,0.00030323383],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017791295,0.00051101943,0.10237799,0.007114295,0.00072809943,0.00012862214,0.0036571,0.25777096,0.57735926,0.027852988,0.0013235102,0.02099828],"study_design_scores_gemma":[0.0041625043,0.0008191626,0.16504095,0.0032866246,0.00039602106,0.00018202413,0.00067165185,0.68026876,0.10482051,0.0018573221,0.03552353,0.0029708992],"about_ca_topic_score_codex":0.00027525876,"about_ca_topic_score_gemma":0.000019643345,"teacher_disagreement_score":0.47253874,"about_ca_system_score_codex":0.00030643327,"about_ca_system_score_gemma":0.00018287201,"threshold_uncertainty_score":0.99967927},"labels":[],"label_agreement":null},{"id":"W2963941622","doi":"10.4067/s0718-28132019000100015","title":"Efecto de la saturación parcial en la compresibilidad de arenas con rotura de partículas","year":2019,"lang":"en","type":"article","venue":"Obras y proyectos","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Humanities; Geology; Creep; Mineralogy; Materials science; Art; Composite material","score_opus":0.002359118050625153,"score_gpt":0.2029049664556505,"score_spread":0.20054584840502535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2963941622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98928225,0.00017882237,0.0007048113,0.0000700805,0.00022175013,0.00030598955,0.000011253361,0.00047242406,0.008752601],"genre_scores_gemma":[0.9985703,0.000038058894,0.00089590583,0.000059161724,0.00016960583,0.00009190887,0.0000040998525,0.0000304654,0.00014048502],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99892324,0.00020507815,0.0001865305,0.00019170149,0.00011073858,0.0003826893],"domain_scores_gemma":[0.99938375,0.00027697856,0.00003153974,0.00019833718,0.000022618236,0.000086790984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030867817,0.00018897114,0.00024953982,0.000038756843,0.00006380878,0.00009334546,0.00015344686,0.0001952315,0.00025306203],"category_scores_gemma":[0.00009193184,0.00016658078,0.00007933025,0.00008695762,0.00008513331,0.00006714032,0.0000682518,0.00027357246,0.00014758913],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001580915,0.00010032457,0.08509569,0.0008029132,0.00031959996,0.000071001035,0.00217809,0.039013874,0.8495746,0.0090273535,0.0029834365,0.010674997],"study_design_scores_gemma":[0.0030963912,0.00022260295,0.45525375,0.0003754488,0.0001785841,0.00045495384,0.0007420672,0.021014947,0.44115752,0.011397722,0.06452185,0.0015841674],"about_ca_topic_score_codex":0.00006269973,"about_ca_topic_score_gemma":0.0000131887455,"teacher_disagreement_score":0.4084171,"about_ca_system_score_codex":0.00008980403,"about_ca_system_score_gemma":0.000048262413,"threshold_uncertainty_score":0.67929673},"labels":[],"label_agreement":null},{"id":"W3000760823","doi":"10.4067/s0718-28132019000200017","title":"Comportamiento isotrópico a altas presiones de arenas de relave con finos no plásticos","year":2019,"lang":"en","type":"article","venue":"Obras y proyectos","topic":"Polysaccharides Composition and Applications","field":"Agricultural and Biological Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Humanities; Physics; Political science; Art","score_opus":0.008444380956341719,"score_gpt":0.2075350192366929,"score_spread":0.19909063828035117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3000760823","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9903419,0.00006094139,0.000058099784,0.0018815094,0.00007905067,0.0005898913,0.000046149944,0.00014384056,0.0067986273],"genre_scores_gemma":[0.99335116,0.000015875374,0.00035190088,0.0010341838,0.00013741673,0.00012467816,0.000065924054,0.0000019422175,0.0049169217],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9989391,0.00005629424,0.00020325716,0.0003038919,0.0001578708,0.0003396111],"domain_scores_gemma":[0.9993966,0.00015739091,0.000099690005,0.000113242764,0.0000704813,0.00016257363],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00012971248,0.00013832755,0.00015531036,0.00001743796,0.00017822199,0.00007973437,0.00027742723,0.000096233656,0.0020738423],"category_scores_gemma":[0.000043777974,0.00006199404,0.00007924261,0.00024280825,0.000040524057,0.00008858651,0.00007048548,0.00014244311,0.0015018369],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003153712,0.0001784011,0.051302496,0.000013856982,0.000014623912,0.0000034908876,0.00008762641,0.000018939829,0.93655264,0.0043967944,0.0043686875,0.0030309262],"study_design_scores_gemma":[0.00105337,0.0007143345,0.53862417,0.00023109087,0.00006750168,0.00007874499,0.00031536145,0.007329119,0.19988309,0.005527763,0.24520881,0.0009666355],"about_ca_topic_score_codex":0.00012865681,"about_ca_topic_score_gemma":0.00004724889,"teacher_disagreement_score":0.73666954,"about_ca_system_score_codex":0.00004263736,"about_ca_system_score_gemma":0.000029596129,"threshold_uncertainty_score":0.9992756},"labels":[],"label_agreement":null},{"id":"W4410884089","doi":"10.21703/0718-2813.2025.37.3235","title":"A preliminary study for numerical representation of resonant column experiments in sand","year":2025,"lang":"en","type":"article","venue":"Obras y proyectos","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Column (typography); Representation (politics); Geology; Mathematics; Geometry; Political science; Law","score_opus":0.013652472366144412,"score_gpt":0.28282104340349384,"score_spread":0.2691685710373494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410884089","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9548345,0.00044155886,0.04120907,0.000036465146,0.00024338625,0.0014242129,0.0000055935798,0.0001849364,0.0016202357],"genre_scores_gemma":[0.9983078,0.0000032446515,0.0011750903,0.000006943106,0.000013085347,0.00033385813,0.0000038850903,0.000013664396,0.00014237664],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933285,0.00001802845,0.0002468659,0.00015896618,0.000092569135,0.0001507123],"domain_scores_gemma":[0.9996563,0.00010150358,0.000018013669,0.00018220812,0.000019419389,0.000022544851],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000069497335,0.000098803685,0.00020001213,0.00010703271,0.000021392241,0.000012750559,0.00010145608,0.000061587096,0.000006992632],"category_scores_gemma":[0.000088256835,0.000095471936,0.00004118242,0.00027587745,0.0000131327715,0.00004085811,0.00002609995,0.0000949036,4.2615636e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016512444,0.0021900816,0.057763588,0.0019733084,0.00070462265,0.000043996613,0.005952828,0.6948545,0.14447454,0.0059584524,0.007279976,0.07715286],"study_design_scores_gemma":[0.00726652,0.0017140484,0.40051812,0.00037328535,0.00010517003,0.000005959373,0.001737632,0.4600725,0.12086573,0.00420299,0.0024376912,0.0007003662],"about_ca_topic_score_codex":0.000052604675,"about_ca_topic_score_gemma":0.0000057431866,"teacher_disagreement_score":0.34275454,"about_ca_system_score_codex":0.00003898395,"about_ca_system_score_gemma":0.000014578646,"threshold_uncertainty_score":0.38932323},"labels":[],"label_agreement":null}]}