{"meta":{"query_hash":"c3e874a31de9","filters":{"venue":"Jurnal Rekayasa Sipil (JRS-Unand)"},"cohort_total":6,"direct_labels_cover":0,"predictions_cover":6,"exported":6,"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/c3e874a31de9","api":"https://metacan.xera.ac/api/v1/cohort?venue=Jurnal+Rekayasa+Sipil+%28JRS-Unand%29"},"results":[{"id":"W2614667866","doi":"10.25077/jrs.7.1.25-36.2011","title":"UJI POTENSI MENGEMBANG PADA TANAH LEMPUNG DENGAN METODA FREE SWELLING TEST (Studi Kasus: Tanah Lempung Limau Manih – Kota Padang)","year":2011,"lang":"id","type":"article","venue":"Jurnal Rekayasa Sipil (JRS-Unand)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":7,"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":"Physics","score_opus":0.024557823137677043,"score_gpt":0.19942447570449287,"score_spread":0.17486665256681583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2614667866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92617136,0.016456097,0.020468853,0.000683093,0.0007619512,0.0006608697,0.0017033254,0.0005903418,0.03250422],"genre_scores_gemma":[0.9025733,0.0110917855,0.022994926,0.0004443366,0.00012710999,0.0004174566,0.0020985112,0.00018191316,0.06007076],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993055,0.00010643181,0.00005488299,0.000107511645,0.00032920908,0.00009639101],"domain_scores_gemma":[0.99928683,0.00023688069,0.00010780902,0.0000590685,0.00020724823,0.000102195234],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092571287,0.0009929592,0.0007545994,0.00077386445,0.0006990623,0.001285993,0.0004138917,0.0006713661,0.009030131],"category_scores_gemma":[0.00062439137,0.000463062,0.0009267291,0.00056751823,0.00050464994,0.0012551562,0.00065064756,0.0014418372,0.0016341871],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004803614,0.00030438538,0.0023365887,0.0005801696,0.00005190518,0.00025675638,0.0003027627,0.0001132798,0.9765722,0.0002847001,0.00066911714,0.01804779],"study_design_scores_gemma":[0.0000359001,0.003150272,0.024827268,0.00010197,0.00022971517,0.0006467915,0.0006905649,0.0007118182,0.95375574,0.00044108825,0.015344468,0.000064442815],"about_ca_topic_score_codex":0.0013017892,"about_ca_topic_score_gemma":0.0030143317,"teacher_disagreement_score":0.009030131,"about_ca_system_score_codex":0.00036876433,"about_ca_system_score_gemma":0.0005863148,"threshold_uncertainty_score":0.030208826},"labels":[],"label_agreement":null},{"id":"W4367461115","doi":"10.25077/jrs.18.3.222-229.2022","title":"Properties of Calcined Oebelo Red Soil Modified Fly Ash based Geopolymer","year":2022,"lang":"en","type":"article","venue":"Jurnal Rekayasa Sipil (JRS-Unand)","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":"Université du Québec à Chicoutimi","funders":"","keywords":"Geopolymer; Fly ash; Calcination; Compressive strength; Curing (chemistry); Materials science; Geopolymer cement; Composite material; Chemistry; Catalysis","score_opus":0.015082925460607872,"score_gpt":0.18319785869338742,"score_spread":0.16811493323277954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367461115","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981737,0.00046161434,0.00043909543,0.0000074671634,0.0000057879006,0.000005358746,0.00011730777,0.000012066876,0.000777514],"genre_scores_gemma":[0.9975696,0.00027352056,0.00042357214,0.000007984022,0.0000017114816,0.000004415394,0.00013251755,0.000010059982,0.001576645],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998362,0.000012313901,0.000011574736,0.000022980244,0.00009840411,0.000018429326],"domain_scores_gemma":[0.9998023,0.000044646422,0.000061120525,0.000010666141,0.000058751626,0.000022533068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014936694,0.00019461707,0.000141206,0.00031245998,0.000099375546,0.0001939772,0.000112662696,0.00021945084,0.0013763562],"category_scores_gemma":[0.0003199394,0.00013527059,0.00015010567,0.00032108463,0.00012993341,0.00021078918,0.000075643184,0.00023683209,0.00021792807],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008216923,0.000016968193,0.0009869293,0.000060601084,0.0000049720024,0.000083486855,0.000042225638,0.00031012145,0.9961861,0.000040893912,0.000021359989,0.002164136],"study_design_scores_gemma":[0.000003973048,0.00025997535,0.015956244,0.000008353699,0.000014433966,0.0001527254,0.0000716401,0.00089304254,0.9816381,0.000016546288,0.000975514,0.000009439702],"about_ca_topic_score_codex":0.0007682581,"about_ca_topic_score_gemma":0.0024862837,"teacher_disagreement_score":0.0013763562,"about_ca_system_score_codex":0.000114146,"about_ca_system_score_gemma":0.000114473114,"threshold_uncertainty_score":0.004604399},"labels":[],"label_agreement":null},{"id":"W4415979602","doi":"10.25077/jrs.20.3.149-156.2024","title":"Pemilihan Bangunan Pelindung terhadap Bencana Hidrometri Basah dalam Rekayasa Sumberdaya Air","year":2024,"lang":"","type":"article","venue":"Jurnal Rekayasa Sipil (JRS-Unand)","topic":"Water and Land Management","field":"Environmental Science","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":"WiLAN (Canada)","funders":"","keywords":"Work (physics); Function (biology); Field (mathematics); Stage (stratigraphy); Structure type","score_opus":0.010910027420844244,"score_gpt":0.23658468347370654,"score_spread":0.2256746560528623,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415979602","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40771282,0.04371804,0.015004057,0.018255688,0.0058325124,0.00057792274,0.0013882383,0.0008041443,0.5067066],"genre_scores_gemma":[0.5692639,0.030420482,0.016727202,0.0019724723,0.00047710165,0.00021893944,0.00087319076,0.00020028111,0.3798464],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980146,0.000022505516,0.00001286537,0.000050804585,0.00005877321,0.000053658187],"domain_scores_gemma":[0.9997632,0.000043110544,0.000029089046,0.000024032648,0.000089878195,0.000050709317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003468673,0.00058020395,0.00041270585,0.0005827203,0.0026429347,0.0020261393,0.00058167015,0.00061323546,0.036283594],"category_scores_gemma":[0.00041493843,0.00027713642,0.0002693949,0.0010357413,0.000597242,0.0011558017,0.001385907,0.0013544462,0.00577346],"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":[0.0010243825,0.00073499425,0.021628194,0.0027746146,0.000106279906,0.004952655,0.0070720697,0.00300854,0.047513068,0.037252877,0.0720793,0.80185294],"study_design_scores_gemma":[0.000049840364,0.0003859715,0.038100153,0.0005261188,0.00011631413,0.003885188,0.008228972,0.0026159687,0.014988387,0.00342196,0.9275955,0.000085626125],"about_ca_topic_score_codex":0.0072003333,"about_ca_topic_score_gemma":0.017616887,"teacher_disagreement_score":0.036283594,"about_ca_system_score_codex":0.0014251337,"about_ca_system_score_gemma":0.0038143871,"threshold_uncertainty_score":0.12138069},"labels":[],"label_agreement":null},{"id":"W4415999033","doi":"10.25077/jrs.21.1.55-66.2025","title":"KINERJA STRUKTUR GEDUNG FASHION GALLERY TERHADAP PENGGUNAAN KAYU LAMINASI LABAN","year":2025,"lang":"","type":"article","venue":"Jurnal Rekayasa Sipil (JRS-Unand)","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":"Encana (Canada)","funders":"","keywords":"Materials testing","score_opus":0.008580279709894972,"score_gpt":0.2237283909794989,"score_spread":0.21514811126960393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415999033","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66132426,0.0030109207,0.010021062,0.0016304724,0.00032639888,0.0003399175,0.0071865926,0.00046276284,0.31569755],"genre_scores_gemma":[0.7771466,0.002172531,0.014242427,0.00044382102,0.000048960934,0.00022000728,0.0035551728,0.00040889144,0.20176166],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9983944,0.00021952453,0.00009725116,0.00029662153,0.0007396232,0.00025257003],"domain_scores_gemma":[0.9984145,0.00025277416,0.00030018445,0.00016085837,0.00070098287,0.00017069106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001540113,0.000683806,0.00037436088,0.0020950323,0.002422984,0.004008566,0.0008944613,0.0008306112,0.041066483],"category_scores_gemma":[0.0018985386,0.00057813857,0.0007199857,0.002555453,0.0010385187,0.002181708,0.0017782359,0.0011219387,0.01054132],"study_design_candidate":"observational","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":[0.0011540957,0.0006309155,0.3922065,0.0032083292,0.00020458014,0.0026022696,0.029469712,0.0022503613,0.04491144,0.013791229,0.041264545,0.4683059],"study_design_scores_gemma":[0.0000142677445,0.00033276938,0.6198023,0.0007289819,0.00013528301,0.0010899523,0.043173373,0.0013041999,0.014070769,0.002305544,0.31692594,0.0001166593],"about_ca_topic_score_codex":0.021457437,"about_ca_topic_score_gemma":0.073321976,"teacher_disagreement_score":0.041066483,"about_ca_system_score_codex":0.0024191295,"about_ca_system_score_gemma":0.0025004453,"threshold_uncertainty_score":0.13738114},"labels":[],"label_agreement":null},{"id":"W4415999093","doi":"10.25077/jrs.21.2.94-104.2025","title":"ANALISIS FAKTOR-FAKTOR YANG MEMPENGARUHI DAYA BELI MASYARAKAT TERHADAP PERUMAHAN","year":2025,"lang":"","type":"article","venue":"Jurnal Rekayasa Sipil (JRS-Unand)","topic":"Economic Growth and Fiscal Policies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Lottery; Quarter (Canadian coin)","score_opus":0.019657124218605253,"score_gpt":0.23530800181569328,"score_spread":0.21565087759708804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415999093","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76018625,0.012882275,0.011384929,0.009079254,0.0005964738,0.0021559228,0.059225533,0.000657104,0.14383227],"genre_scores_gemma":[0.8215309,0.010671593,0.01787452,0.0024251193,0.0003059649,0.0029807438,0.032927115,0.00028689776,0.11099718],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9967801,0.00068940147,0.00035834743,0.0004921184,0.0012827581,0.00039734677],"domain_scores_gemma":[0.9910978,0.0028129332,0.0016626667,0.0008975181,0.0031757816,0.0003532722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003227288,0.00055670005,0.0006051556,0.002404511,0.0015117703,0.0033021695,0.00076915335,0.0007730357,0.024581673],"category_scores_gemma":[0.009027084,0.000383548,0.0008446171,0.0032219496,0.0006860318,0.0017623226,0.0014355014,0.0015943379,0.006094294],"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":[0.0011870711,0.00057470653,0.6248215,0.005355766,0.0005260982,0.002935122,0.015893895,0.0006447491,0.013624388,0.008097249,0.07949144,0.24684805],"study_design_scores_gemma":[0.00005685618,0.00039999367,0.5950601,0.0012032132,0.00046487333,0.0020900168,0.024839662,0.0009793171,0.016045788,0.0022983192,0.35642233,0.00013938807],"about_ca_topic_score_codex":0.013675361,"about_ca_topic_score_gemma":0.01898114,"teacher_disagreement_score":0.024581673,"about_ca_system_score_codex":0.001093605,"about_ca_system_score_gemma":0.0031459148,"threshold_uncertainty_score":0.082233906},"labels":[],"label_agreement":null},{"id":"W7104269032","doi":"10.25077/jrs.21.1.29-44.2025","title":"PEMODELAN NUMERIK FONDASI DANGKAL DI ATAS TANAH LEMPUNG YANG DIPENGARUH BEBAN DINAMIK","year":2025,"lang":"","type":"article","venue":"Jurnal Rekayasa Sipil (JRS-Unand)","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":"Encana (Canada)","funders":"","keywords":"Launch vehicle; Range (aeronautics); Reentry","score_opus":0.007373054949684668,"score_gpt":0.2278163082653015,"score_spread":0.22044325331561682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7104269032","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16579093,0.0042673396,0.54367435,0.0049919123,0.0013255273,0.00043922002,0.010386293,0.0033216537,0.26580277],"genre_scores_gemma":[0.7295097,0.0036816942,0.09922712,0.00070406287,0.00026088915,0.0007023226,0.0048856228,0.0013909371,0.15963767],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995999,0.00009565547,0.000025894517,0.000099652905,0.00011996408,0.000059009515],"domain_scores_gemma":[0.9993573,0.00030050828,0.000050737963,0.00007939111,0.0001748927,0.000037221755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051573565,0.001146273,0.0010082201,0.00067131076,0.00090477255,0.0028903822,0.0012029427,0.0019485933,0.030121865],"category_scores_gemma":[0.0024414593,0.00062470423,0.0014299721,0.00086363376,0.0006521499,0.0024244967,0.0014148079,0.0017773634,0.0046513844],"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":[0.00025093963,0.00029917908,0.016539667,0.0010183274,0.00016936407,0.00063609245,0.000752418,0.74936295,0.007936247,0.09637266,0.02413635,0.102525845],"study_design_scores_gemma":[0.000065211825,0.00007878248,0.0034915847,0.00019161559,0.000078188845,0.00019373382,0.0005505345,0.88622236,0.0032144017,0.029986199,0.075861454,0.00006590632],"about_ca_topic_score_codex":0.022367759,"about_ca_topic_score_gemma":0.017814592,"teacher_disagreement_score":0.030121865,"about_ca_system_score_codex":0.0012825595,"about_ca_system_score_gemma":0.0023685305,"threshold_uncertainty_score":0.10076767},"labels":[],"label_agreement":null}]}