{"meta":{"query_hash":"faae93d452c3","filters":{"topic":"Geotechnical and construction materials studies"},"cohort_total":373,"direct_labels_cover":1,"predictions_cover":373,"exported":373,"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/faae93d452c3","api":"https://metacan.xera.ac/api/v1/cohort?topic=Geotechnical+and+construction+materials+studies"},"results":[{"id":"W12071893","doi":"","title":"In situ measurements of pillar behaviour in the Bushveld Platinum deposits of South Africa","year":2008,"lang":"en","type":"article","venue":"The 42nd U.S. Rock Mechanics Symposium (USRMS)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Society of Intestinal Research","funders":"","keywords":"Geology; Pillar; Platinum; In situ; Mining engineering; Geography; Chemistry; Meteorology; Engineering","score_opus":0.022291719072188864,"score_gpt":0.19835867943412241,"score_spread":0.17606696036193356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W12071893","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":[0.9946545,0.0005364161,0.0023435578,0.00019535112,0.0004250394,0.00043388104,0.000018287787,0.00006795322,0.0013250265],"genre_scores_gemma":[0.9996127,0.00013737533,0.000093943454,0.000025021587,0.000034905555,0.00004141759,0.00000207141,0.000022717968,0.000029854602],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984695,0.000094229305,0.00055547425,0.00017018385,0.00041264895,0.0002980024],"domain_scores_gemma":[0.99936825,0.000056088385,0.00012218452,0.0003547612,0.000069198875,0.000029508943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038044454,0.00021001273,0.00036508133,0.00010812801,0.00010042991,0.0000090667745,0.0004327344,0.00011626468,0.000012194461],"category_scores_gemma":[0.000026977745,0.00014026808,0.00008386501,0.00038654509,0.000021313312,0.00006815301,0.00012195247,0.00021038161,0.000010198696],"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":[0.00007901329,0.00019356821,0.002755925,0.00017308141,0.00009454161,0.000018140952,0.012289962,0.103704795,0.879477,0.0009097286,0.00023221665,0.00007197744],"study_design_scores_gemma":[0.0023547069,0.00036180697,0.005333404,0.0003149151,0.00021709128,0.0001647823,0.003169417,0.0064768223,0.9765643,0.004022481,0.00019114108,0.0008291492],"about_ca_topic_score_codex":0.000036398545,"about_ca_topic_score_gemma":0.00010925396,"teacher_disagreement_score":0.097227976,"about_ca_system_score_codex":0.000036376852,"about_ca_system_score_gemma":0.000019373592,"threshold_uncertainty_score":0.5719966},"labels":[],"label_agreement":null},{"id":"W1470122470","doi":"10.25916/sut.26284603","title":"The stabilization of urban pavements founded on expansive clay subgrades in Victoria, Australia","year":2011,"lang":"en","type":"article","venue":"Swinburne Research Bank (Swinburne University of Technology)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Expansive clay; Expansive; Geotechnical engineering; Geology; Forensic engineering; Engineering; Materials science; Soil science","score_opus":0.05893853309884082,"score_gpt":0.2646879282455949,"score_spread":0.20574939514675408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1470122470","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":[0.9965007,0.00017892431,0.00015478044,0.00019243527,0.00020315753,0.00039103447,0.000013579844,0.00016176676,0.002203658],"genre_scores_gemma":[0.99864346,0.0005853161,0.00038966627,0.000001136236,0.00001767662,0.0000040251675,0.0000028626814,0.000012675046,0.00034321097],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99843574,0.000091530055,0.0003460745,0.00025443544,0.00039699514,0.000475223],"domain_scores_gemma":[0.9989465,0.000109510234,0.00008926061,0.00046523742,0.0003358421,0.000053653926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006142896,0.00016513941,0.00030979168,0.0007441107,0.0002096608,0.00000961031,0.00064111396,0.00027958822,0.00022021582],"category_scores_gemma":[0.00017809635,0.0001495279,0.00007587497,0.0011892855,0.0010483981,0.00011864072,0.00022956936,0.00050237967,0.000018657318],"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":[0.0020074917,0.001596935,0.24469607,0.0009844789,0.0015571219,0.00022175664,0.00994432,0.001411047,0.500298,0.19299425,0.012474645,0.031813838],"study_design_scores_gemma":[0.0050095953,0.0027885532,0.09009198,0.00076550874,0.000098153294,0.000010560413,0.032982927,0.00041508622,0.76204234,0.082120284,0.022666113,0.0010089031],"about_ca_topic_score_codex":0.00040494956,"about_ca_topic_score_gemma":0.0002799474,"teacher_disagreement_score":0.2617443,"about_ca_system_score_codex":0.00016677058,"about_ca_system_score_gemma":0.000037969363,"threshold_uncertainty_score":0.6097571},"labels":[],"label_agreement":null},{"id":"W1481119624","doi":"","title":"pemanfaatan bipozzolan abu sekam padi pengganti fly ash dalam pembuatan semen untuk meningkatkan kualitas fisis mortar","year":2013,"lang":"id","type":"article","venue":"Hasanuddin University Repository","topic":"Geotechnical and construction materials studies","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":"Fly ash; Chemistry; Nuclear chemistry","score_opus":0.00544981559328313,"score_gpt":0.15707713498384698,"score_spread":0.15162731939056384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1481119624","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":[0.9189572,0.00074086944,0.00033829515,0.0004962157,0.002745446,0.00081570045,0.00012437828,0.001012969,0.07476894],"genre_scores_gemma":[0.96218723,0.00041009585,0.00082251715,0.00004272642,0.00049088465,0.000009260971,0.00007990183,0.00008518089,0.035872195],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99632704,0.00031615805,0.0007464402,0.0009989211,0.00061494694,0.0009964826],"domain_scores_gemma":[0.9977527,0.0001335543,0.00030838905,0.0010120216,0.0003098378,0.00048344603],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00027109563,0.00077535457,0.00093390956,0.0003196733,0.0012315444,0.00033820193,0.00083288393,0.00049229304,0.0015727788],"category_scores_gemma":[0.000033583143,0.0008941522,0.00039167568,0.00051026745,0.00044989333,0.0007619368,0.000618872,0.0006367046,0.0008293426],"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":[0.0005225985,0.0012929463,0.07976956,0.004055971,0.008686287,0.0028822008,0.01578057,0.0048279795,0.66626805,0.0075983913,0.20204759,0.006267858],"study_design_scores_gemma":[0.00870144,0.001691085,0.32808754,0.001927567,0.0048068827,0.0012326682,0.0670932,0.010084692,0.1020621,0.0007573106,0.46370435,0.00985119],"about_ca_topic_score_codex":0.0021187183,"about_ca_topic_score_gemma":0.00013383433,"teacher_disagreement_score":0.56420594,"about_ca_system_score_codex":0.0004721504,"about_ca_system_score_gemma":0.00011941465,"threshold_uncertainty_score":0.9999486},"labels":[],"label_agreement":null},{"id":"W1495044319","doi":"","title":"Evolution of the design methods for soil-metal structures in Canada","year":2007,"lang":"pl","type":"article","venue":"Archiwum Instytutu Inżynierii Lądowej / Politechnika Poznańska","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology","score_opus":0.01403094662793629,"score_gpt":0.26165077550974053,"score_spread":0.24761982888180423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1495044319","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4159531,0.005564903,0.5557528,0.0011114631,0.009919134,0.0051246677,0.0008399726,0.00044531716,0.005288641],"genre_scores_gemma":[0.93307537,0.0001629584,0.06592684,0.00017132224,0.00030604546,0.00014997096,0.0000117408945,0.00009951849,0.00009622857],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9947924,0.0004533174,0.0019146532,0.00068895664,0.0005430468,0.0016076284],"domain_scores_gemma":[0.99707615,0.00094409694,0.00050251273,0.0010097062,0.00022890054,0.00023864127],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0020940395,0.0007867068,0.00115865,0.00052267173,0.00036471928,0.000041863772,0.0010837923,0.00042291055,0.00005908103],"category_scores_gemma":[0.0007189089,0.0006570569,0.00040293863,0.0012792016,0.0005672858,0.00018360447,0.00051718095,0.00082122645,0.0000033526544],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010933293,0.0002646321,0.00979551,0.0025289804,0.0008755366,0.000025887843,0.001799649,0.027204733,0.3729557,0.33966878,0.0020621219,0.24172515],"study_design_scores_gemma":[0.0055252323,0.0007354446,0.2460038,0.0011874745,0.0006866674,0.00030079135,0.0049853395,0.0121280635,0.46437082,0.17058732,0.089638695,0.0038503704],"about_ca_topic_score_codex":0.4082108,"about_ca_topic_score_gemma":0.3285377,"teacher_disagreement_score":0.51712227,"about_ca_system_score_codex":0.001982252,"about_ca_system_score_gemma":0.0015982452,"threshold_uncertainty_score":0.9995881},"labels":[],"label_agreement":null},{"id":"W1533193110","doi":"","title":"PERANCANGAN STEEL PLATE SHEAR WALLS DENGAN SAMBUNGAN REDUCED BEAM SECTION","year":2012,"lang":"id","type":"dissertation","venue":"UAJY Repository (University of Southampton)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Physics; Structural engineering; Beam (structure); Eurocode; Humanities; Engineering; Art","score_opus":0.007621432360785623,"score_gpt":0.17442624715694258,"score_spread":0.16680481479615694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1533193110","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":[0.9853624,0.0007887507,0.00013412899,0.000025217687,0.0063815024,0.0004756117,0.00007903173,0.00039956658,0.0063537527],"genre_scores_gemma":[0.97876984,0.00023805516,0.00060288515,0.000004481944,0.0007020241,0.0000027295466,0.0002548299,0.00008451612,0.019340653],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99750924,0.00013409636,0.000571664,0.0006502439,0.0005104679,0.0006243055],"domain_scores_gemma":[0.9982105,0.00006147827,0.00054566114,0.0005473466,0.00034351795,0.000291486],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00021742022,0.0006577485,0.0009898251,0.0002891391,0.0010746906,0.00006634666,0.0004376608,0.00094719493,0.0003937854],"category_scores_gemma":[0.000019174196,0.0008598912,0.0005024603,0.00033275198,0.00024234141,0.0004230073,0.00013174994,0.0008342118,0.00015329343],"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":[0.00042176773,0.00016426973,0.001760276,0.0013652033,0.0010259683,0.00004840831,0.018222008,0.0011792965,0.9735197,0.00007930792,0.00035586892,0.0018579392],"study_design_scores_gemma":[0.004335955,0.00079217664,0.4022015,0.002706982,0.004070802,0.00048523408,0.15792018,0.00073700026,0.4009009,0.000092130336,0.021086141,0.0046709804],"about_ca_topic_score_codex":0.0014621052,"about_ca_topic_score_gemma":0.00021279271,"teacher_disagreement_score":0.5726188,"about_ca_system_score_codex":0.00027952058,"about_ca_system_score_gemma":0.00011375471,"threshold_uncertainty_score":0.9993852},"labels":[],"label_agreement":null},{"id":"W1546558018","doi":"10.5539/ep.v4n3p1","title":"On the Characterization of Dredged Marine Soils from Malaysian Waters: Physical Properties","year":2015,"lang":"en","type":"article","venue":"Environment and Pollution","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministério da Ciência, Tecnologia e Inovação; Kementerian Sains, Teknologi dan Inovasi; Universiti Tun Hussein Onn Malaysia","keywords":"Dredging; Silt; Environmental science; Reuse; Sediment; Soil water; Environmental engineering; Waste management; Soil science; Geology; Oceanography; Engineering","score_opus":0.012471913553754448,"score_gpt":0.15091828892046596,"score_spread":0.1384463753667115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1546558018","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":[0.9989917,0.000014341436,0.000229891,0.00036811223,0.00008495073,0.000083436775,0.00001199649,0.000028748238,0.00018677347],"genre_scores_gemma":[0.9997461,0.000059026257,0.000015968433,0.000015621054,0.00006767794,0.000017632841,0.000013655869,0.000004324216,0.000060008406],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997428,0.000015261212,0.00007023071,0.000053978725,0.00006357918,0.000054123146],"domain_scores_gemma":[0.9999015,0.000003242547,0.000015740152,0.000059838796,0.0000019386812,0.000017740276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000030224883,0.00005720807,0.000069835965,0.000009815939,0.000027214242,0.000007410398,0.000022791251,0.000019512636,0.000030712115],"category_scores_gemma":[0.0000026810037,0.00003505076,0.0000123340915,0.000012578747,0.000055509576,0.000035790308,0.000025344763,0.000028682238,0.000023756445],"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":[0.000037624566,0.000027038943,0.00048461708,0.00001169365,0.000031186515,1.7577032e-7,0.00056360563,0.0021704878,0.9856057,0.00082285126,0.000051654082,0.010193331],"study_design_scores_gemma":[0.0008702468,0.0002672959,0.25071657,0.000067324145,0.00008002753,0.00000207715,0.0005014612,0.020281665,0.7150288,0.007073359,0.0047264225,0.00038471844],"about_ca_topic_score_codex":0.0000097235325,"about_ca_topic_score_gemma":2.1113074e-7,"teacher_disagreement_score":0.2705769,"about_ca_system_score_codex":0.0000126271325,"about_ca_system_score_gemma":8.896621e-7,"threshold_uncertainty_score":0.14293286},"labels":[],"label_agreement":null},{"id":"W1550068944","doi":"10.2172/919161","title":"Naval submarine base Kings Bay and Bangor soil evaluations.","year":2004,"lang":"en","type":"report","venue":"","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":"Geomechanica (Canada)","funders":"","keywords":"Bay; Submarine; Environmental science; Soil water; Hydrology (agriculture); Geology; Geotechnical engineering; Oceanography; Soil science","score_opus":0.021421094227915043,"score_gpt":0.25061029355180603,"score_spread":0.22918919932389098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1550068944","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23233773,0.012378247,0.0066005103,0.001524524,0.013466974,0.0016934099,0.00033144397,0.0057140593,0.7259531],"genre_scores_gemma":[0.9482261,0.017585123,0.0044235485,0.00017763553,0.0021140533,0.00035799635,0.0002518618,0.00022762897,0.02663608],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987849,0.000011407168,0.00036299377,0.00024626197,0.00038514697,0.00020931796],"domain_scores_gemma":[0.9994603,0.000025379364,0.00004975212,0.00020176066,0.00019216508,0.00007066291],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00028672174,0.00026569187,0.0003831197,0.00009933192,0.00008150125,0.00005516689,0.00007347506,0.00022310208,0.0013839417],"category_scores_gemma":[0.00010253237,0.0002274167,0.000074702264,0.00009048758,0.00007526831,0.00006668616,0.00010429001,0.00020094382,0.000065380416],"study_design_candidate":"not_applicable","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":[0.00007963841,0.0002982038,0.0035730812,0.015964096,0.0037102643,0.0002829724,0.00056437845,0.048838615,0.028125893,0.0076737753,0.26177898,0.6291101],"study_design_scores_gemma":[0.0025149374,0.00020331725,0.023742475,0.0011330388,0.0012322089,0.001506569,0.00024187472,0.002939312,0.012307113,0.010915466,0.93966997,0.003593713],"about_ca_topic_score_codex":0.0004502324,"about_ca_topic_score_gemma":0.00026983104,"teacher_disagreement_score":0.7158883,"about_ca_system_score_codex":0.00014344016,"about_ca_system_score_gemma":0.00014752438,"threshold_uncertainty_score":0.99952894},"labels":[],"label_agreement":null},{"id":"W1561766935","doi":"","title":"Engineering properties of fine-grained estuarine sediments in the Saint John River Valley at Fredericton, NB","year":2013,"lang":"en","type":"article","venue":"Érudit (Université de Montréal)","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":true,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Silt; Estuary; Geology; Sediment; Sedimentary rock; Borehole; Oceanography; Sedimentary structures; Hydrology (agriculture); Geochemistry; Geomorphology; Paleontology; Sedimentary depositional environment; Geotechnical engineering","score_opus":0.004303028060807588,"score_gpt":0.12217473371106678,"score_spread":0.1178717056502592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1561766935","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":[0.995487,0.0020776312,0.00016561695,0.0014691042,0.000118177646,0.00022982074,0.0000026334008,0.00012877717,0.0003212856],"genre_scores_gemma":[0.9982965,0.00039796528,0.0005283197,0.00002765456,0.000027398228,0.000024632682,0.0000027994781,0.000015233008,0.00067950826],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99931043,0.000019725889,0.00016834661,0.00012573537,0.00014187762,0.0002338957],"domain_scores_gemma":[0.9996758,0.000024172088,0.0000365527,0.00018565638,0.000037405993,0.00004041408],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000068382935,0.00015422118,0.00020441893,0.000085294174,0.00010000915,0.00000852388,0.00016464085,0.000062684594,0.000102764156],"category_scores_gemma":[0.000016150425,0.00012039383,0.000062016166,0.00016784288,0.000054131462,0.00008369503,0.00018150969,0.00009175632,0.00006137368],"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":[0.00017384968,0.00019194181,0.0035927615,0.0006118344,0.00074089965,0.0003432085,0.0061686686,0.17585638,0.74834865,0.005393923,0.04272215,0.015855756],"study_design_scores_gemma":[0.008927211,0.0004921449,0.20836394,0.00064360484,0.00045324254,0.00090892805,0.0050138608,0.14716282,0.114992194,0.0016206987,0.5085545,0.0028668628],"about_ca_topic_score_codex":0.004914616,"about_ca_topic_score_gemma":0.0023057978,"teacher_disagreement_score":0.63335645,"about_ca_system_score_codex":0.000909804,"about_ca_system_score_gemma":0.0000038006604,"threshold_uncertainty_score":0.7429462},"labels":[],"label_agreement":null},{"id":"W1605240426","doi":"","title":"Sea-cliff erosion with rising sea-level along shores exposing glacial material in Atlantic Canada","year":2013,"lang":"en","type":"article","venue":"Geoscience Canada","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cliff; Glacial period; Geology; Shore; Coastal erosion; Erosion; Oceanography; Sea level; Geomorphology; Paleontology","score_opus":0.006997013719037444,"score_gpt":0.16062594715594147,"score_spread":0.15362893343690404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1605240426","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":[0.99779385,0.000022893437,0.00021103516,0.00019544965,0.0013452006,0.00015425254,0.00005571946,0.00005717949,0.00016443971],"genre_scores_gemma":[0.9992612,0.0000072261964,0.000487205,0.000086471104,0.00008679665,0.00002298249,0.000009112668,0.0000125886445,0.000026422087],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99863684,0.000015715323,0.00024603988,0.00023082488,0.00037309623,0.00049747346],"domain_scores_gemma":[0.9996401,0.000023318184,0.00003278065,0.00013593014,0.000047153862,0.00012069312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007146745,0.00017276662,0.00020012641,0.000044898075,0.000201956,0.000108737266,0.00018209749,0.000037678634,0.00014777378],"category_scores_gemma":[0.000021122129,0.00014392434,0.000011006858,0.00025240777,0.000088782755,0.00018433682,0.000057371577,0.00009855375,0.00000294462],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009260094,0.000040468633,0.60606396,0.0005220881,0.00006228704,0.0004926064,0.00039223675,0.038487054,0.29403827,0.0002609088,0.03720404,0.022343462],"study_design_scores_gemma":[0.0006691219,0.00006201124,0.9461693,0.00032861196,0.000020942143,0.00013481843,0.000879341,0.013002753,0.034108248,0.000104995364,0.003362088,0.0011577611],"about_ca_topic_score_codex":0.9988125,"about_ca_topic_score_gemma":0.99957204,"teacher_disagreement_score":0.34010532,"about_ca_system_score_codex":0.00039935022,"about_ca_system_score_gemma":0.00066678016,"threshold_uncertainty_score":0.58690643},"labels":[],"label_agreement":null},{"id":"W1634754341","doi":"10.1007/978-3-540-39918-6_18","title":"Various Assessments of the Characteristic Values of Soil Cohesion and Friction Angle: Application to New Caledonian Laterite","year":2004,"lang":"en","type":"book-chapter","venue":"Lecture notes in earth sciences","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nickel Institute","funders":"","keywords":"Collation; Cohesion (chemistry); Laterite; Computation; Mathematics; Geotechnical engineering; Friction angle; Yield (engineering); Engineering; Geology; Mining engineering; Statistics; Computer science; Algorithm; Chemistry; Materials science; Metallurgy","score_opus":0.00897586913233792,"score_gpt":0.2212664701930007,"score_spread":0.21229060106066278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1634754341","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":[0.9209495,0.0014698565,0.067184955,0.0005062418,0.0017345371,0.0011529253,0.00009235989,0.00016989713,0.006739688],"genre_scores_gemma":[0.99812293,0.00017019939,0.0014504233,0.000023403969,0.000052881078,0.000004872784,0.0000018718265,0.000008354949,0.00016507639],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99927974,0.000008181096,0.00024221631,0.000180081,0.00018707066,0.00010270925],"domain_scores_gemma":[0.9996896,0.000034373334,0.000098432625,0.0001221402,0.000028549815,0.00002691243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009281698,0.00013660525,0.00022921596,0.00009232327,0.0000636511,0.000019281142,0.00012769017,0.000121555495,0.000024924462],"category_scores_gemma":[0.00002039346,0.00009608151,0.000030047702,0.00010810579,0.0001735192,0.000038317314,0.00005698206,0.00010563826,0.0000019552447],"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":[0.000046471767,0.000037740978,0.0081566945,0.000910196,0.00009537585,0.0000025296029,0.0014842603,0.26145333,0.2684177,0.006589495,0.000014547519,0.45279166],"study_design_scores_gemma":[0.001124801,0.0011529317,0.36299464,0.0045567816,0.00028594918,0.00006204918,0.00003296496,0.009059368,0.19957466,0.41466475,0.0046809935,0.0018100874],"about_ca_topic_score_codex":0.00018493006,"about_ca_topic_score_gemma":0.00022682361,"teacher_disagreement_score":0.4509816,"about_ca_system_score_codex":0.000013632958,"about_ca_system_score_gemma":0.000035612116,"threshold_uncertainty_score":0.39180902},"labels":[],"label_agreement":null},{"id":"W1691469236","doi":"10.1139/cgj-2013-0388","title":"Nouvelle Autoroute 30: a Champlain clay crust earthworks case study","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Collège de Maisonneuve; HEC Montréal","funders":"Albert Einstein College of Medicine, Yeshiva University","keywords":"Earthworks; Geology; Geotechnical engineering; Crust; Compaction; Weathering; Water content; Frost weathering; Geochemistry; Soil water; Soil science","score_opus":0.008915444363821072,"score_gpt":0.19488070762501697,"score_spread":0.1859652632611959,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1691469236","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":[0.9807678,0.00021014584,0.013443247,0.0007181348,0.0018216164,0.0003919047,0.000026327305,0.0005905216,0.0020303398],"genre_scores_gemma":[0.9986946,0.00002799543,0.0003227759,0.00022180908,0.00056004507,0.000022727456,0.0000011301353,0.000039029084,0.000109891786],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99829066,0.00009415308,0.0004981021,0.00022881737,0.00020947063,0.0006788125],"domain_scores_gemma":[0.9986041,0.000057061778,0.000054200886,0.00031257153,0.00008674354,0.00088529446],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005515108,0.00025966868,0.00035876877,0.00020868443,0.0005879311,0.00018797994,0.00026883945,0.00023625986,0.0009970617],"category_scores_gemma":[0.000100961086,0.00023742266,0.00011711814,0.00017339463,0.00011260027,0.000097772885,0.000054874887,0.0008407737,0.00018411051],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006775312,0.00046337853,0.0032199526,0.00017798801,0.0012818634,0.045660082,0.0033356305,0.3567828,0.004094494,0.0027809618,0.07215894,0.50997615],"study_design_scores_gemma":[0.0054147453,0.0017769091,0.009502125,0.00031078813,0.0004058377,0.14808165,0.01099415,0.14320573,0.00055650255,0.003645742,0.6722711,0.0038347307],"about_ca_topic_score_codex":0.009131172,"about_ca_topic_score_gemma":0.01754345,"teacher_disagreement_score":0.60011214,"about_ca_system_score_codex":0.00023504072,"about_ca_system_score_gemma":0.00012525958,"threshold_uncertainty_score":0.99991614},"labels":[],"label_agreement":null},{"id":"W179328272","doi":"10.22260/isarc2013/0050","title":"Real-Time Simulation of Mining and Earthmoving Operations: A Level Set-Based Model for Tool-Induced Terrain Deformations","year":2013,"lang":"en","type":"article","venue":"Proceedings of the ... ISARC","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CM Labs Simulations (Canada)","funders":"","keywords":"Terrain; Discretization; Computation; Computer science; Set (abstract data type); Representation (politics); Grid; Geotechnical engineering; Simulation; Geology; Algorithm; Mathematics; Geodesy; Geography; Mathematical analysis","score_opus":0.031166057989426375,"score_gpt":0.2318667755083034,"score_spread":0.20070071751887703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W179328272","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":[0.9924042,0.0000058237506,0.006753386,0.00015239163,0.000028678069,0.0003492784,0.000021051734,0.00005584388,0.00022934163],"genre_scores_gemma":[0.9828612,0.000002945637,0.016966006,0.000010244329,0.000015717906,0.00008038439,0.0000015654326,0.000010162001,0.00005176785],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995101,0.000001809182,0.0002451801,0.000070583774,0.00007680387,0.000095488635],"domain_scores_gemma":[0.9996689,0.000035966375,0.00005272553,0.000046209363,0.00018101594,0.000015198904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010477128,0.00007828443,0.00012599117,0.000045592828,0.00009842329,0.000029511733,0.000071669354,0.000040833296,0.0000074320283],"category_scores_gemma":[0.000115200026,0.000060529168,0.00003677969,0.00006982178,0.000034956134,0.00018766329,0.000037893296,0.000025731388,8.9172585e-7],"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":[0.000004337272,0.0000054096945,0.00009747523,0.00017025271,0.000013937331,1.2192872e-9,0.00077081594,0.46165797,0.5361642,0.00018788668,0.000080671096,0.00084699446],"study_design_scores_gemma":[0.00018008235,0.000018511704,0.0006975476,0.0000702582,0.0000142075205,5.722582e-7,0.00032998447,0.96835846,0.02970479,0.0005532983,0.0000037760767,0.00006851508],"about_ca_topic_score_codex":0.000019711555,"about_ca_topic_score_gemma":0.0000037726993,"teacher_disagreement_score":0.50670046,"about_ca_system_score_codex":0.000011840168,"about_ca_system_score_gemma":0.000010888913,"threshold_uncertainty_score":0.24683079},"labels":[],"label_agreement":null},{"id":"W1804103","doi":"","title":"112 & 116 West Hastings, Vancouver, BC","year":2011,"lang":"en","type":"article","venue":"Biochemistry international","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Geography","score_opus":0.012016372391628083,"score_gpt":0.18240334119098178,"score_spread":0.1703869687993537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1804103","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":[0.72720665,0.00021813517,0.0028960896,0.00011423945,0.0065545826,0.0000686254,0.00007931923,0.00087196863,0.26199037],"genre_scores_gemma":[0.9965268,0.000025414394,0.0014608019,0.000022742053,0.00021750748,0.000013330476,0.000010014506,0.000008985652,0.0017144501],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995622,0.000001426605,0.00013382467,0.00010391499,0.00009756726,0.00010103779],"domain_scores_gemma":[0.9997932,0.0000047499097,0.000021669593,0.000081757826,0.00006496003,0.000033715995],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000023161994,0.000087840104,0.00006546151,0.000015841142,0.000028186889,0.000013087465,0.00014955743,0.000049960458,0.0020966276],"category_scores_gemma":[0.000027991468,0.00008673869,0.00003486374,0.000029167928,0.00004391874,0.000039306633,0.000045375233,0.000057632355,0.00011245238],"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":[0.000046725825,0.00012641976,0.0040644985,0.00014410616,0.00035453588,0.000025679301,0.0002131633,0.00037160295,0.9068869,0.0014458746,0.07272382,0.013596685],"study_design_scores_gemma":[0.0002999038,0.0000109071925,0.0018772321,0.000040127903,0.000012706491,0.00003056883,0.00016058095,0.0008130709,0.95309895,0.00077422644,0.042587593,0.00029410401],"about_ca_topic_score_codex":0.0000257,"about_ca_topic_score_gemma":0.000005655401,"teacher_disagreement_score":0.2693201,"about_ca_system_score_codex":0.000030567342,"about_ca_system_score_gemma":0.000006186148,"threshold_uncertainty_score":0.9988156},"labels":[],"label_agreement":null},{"id":"W1836098481","doi":"","title":"DRDC Suffield Soil Laboratory Program. Triaxial Test Results - Onager Site","year":2004,"lang":"en","type":"article","venue":"Defense Technical Information Center (DTIC)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Soil test; Environmental science; Consolidation (business); Soil water; Geotechnical engineering; Hydrology (agriculture); Geology; Soil science","score_opus":0.007659199830925929,"score_gpt":0.2056021099389347,"score_spread":0.1979429101080088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1836098481","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":[0.8683026,0.00019816225,0.016621953,0.0053194496,0.004296287,0.0033180835,0.0033255606,0.017978294,0.08063962],"genre_scores_gemma":[0.996372,0.00007930049,0.0024943224,0.00052374904,0.00014533068,0.00012866153,0.00021340715,0.000019684296,0.000023575843],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99830616,0.00001664948,0.0008452605,0.00016016078,0.00028454777,0.00038724864],"domain_scores_gemma":[0.9992037,0.0000746763,0.000105775514,0.0003312827,0.0001539618,0.00013064571],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002276123,0.0002530656,0.00027795843,0.00013672849,0.00012691731,0.00015182189,0.0001765389,0.00024113896,0.00006201838],"category_scores_gemma":[0.00030579328,0.0002271827,0.00011417419,0.0003426505,0.0001263301,0.00062881666,0.00010778094,0.00032847744,0.0007514784],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0044670845,0.0068187355,0.006020469,0.004394888,0.0013692084,0.00030526554,0.007512691,0.124923415,0.105839625,0.06706919,0.3812366,0.29004282],"study_design_scores_gemma":[0.01785851,0.0012680389,0.01675274,0.0005319238,0.00018170058,0.00027185015,0.0005105702,0.002146822,0.039737888,0.003231075,0.9148255,0.002683401],"about_ca_topic_score_codex":0.0000148078425,"about_ca_topic_score_gemma":0.000018539102,"teacher_disagreement_score":0.5335889,"about_ca_system_score_codex":0.000102807404,"about_ca_system_score_gemma":0.000028556866,"threshold_uncertainty_score":0.9658986},"labels":[],"label_agreement":null},{"id":"W1841942056","doi":"10.9744/ced.6.1.pp","title":"Keandalan Analisa Pushover Untuk Meramal Prilaku Seismik Nonlinier Struktur Portal Terbuka Dengan Reentrant Corner","year":2004,"lang":"id","type":"article","venue":"Jurnal Akuntansi dan Keuangan (Institute of Research and Community Outreach Petra Christian University)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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":"Reentrancy; Physics; Condensed matter physics","score_opus":0.032386250748172314,"score_gpt":0.2553852519348582,"score_spread":0.22299900118668592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1841942056","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":[0.9880284,0.0007066725,0.00042011664,0.00065374176,0.0006401204,0.0005070827,0.00064911944,0.00017803042,0.008216699],"genre_scores_gemma":[0.9949283,0.0026013788,0.0006206243,0.00003257931,0.0002683766,0.000002309484,0.00017999097,0.000058211896,0.0013082302],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9955741,0.0007666402,0.00076107925,0.0005777796,0.0010715778,0.0012488067],"domain_scores_gemma":[0.99711454,0.0002176895,0.00023581438,0.00096262817,0.0006197168,0.0008495824],"candidate_categories":["metaepi_narrow","sts","research_integrity"],"consensus_categories":["sts"],"category_scores_codex":[0.0012259815,0.00069708796,0.0010687328,0.0010370269,0.0024028223,0.0002767215,0.0011801794,0.00046884725,0.00010118435],"category_scores_gemma":[0.00014721106,0.0007281214,0.0003269929,0.0013323423,0.0030315854,0.0007667838,0.0007895896,0.004095461,0.00002371216],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.023881909,0.03338034,0.22416858,0.03326532,0.029830037,0.053505734,0.09261699,0.020668665,0.23375319,0.1628526,0.01609879,0.07597785],"study_design_scores_gemma":[0.03241655,0.01165356,0.34472156,0.009500128,0.0023697333,0.0043866923,0.1777832,0.0008362162,0.036380418,0.0024053392,0.37070072,0.006845875],"about_ca_topic_score_codex":0.008954292,"about_ca_topic_score_gemma":0.008389388,"teacher_disagreement_score":0.35460195,"about_ca_system_score_codex":0.0004435865,"about_ca_system_score_gemma":0.0004994264,"threshold_uncertainty_score":0.9996816},"labels":[],"label_agreement":null},{"id":"W1904426068","doi":"10.14288/1.0052413","title":"Risk-cost-benefit framework for the design of dewatering systems in open pit mines","year":2011,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":6,"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 British Columbia","funders":"","keywords":"Open-pit mining; Risk analysis (engineering); Dewatering; Business; Natural resource economics; Engineering; Computer science; Construction engineering; Mining engineering; Economics; Geotechnical engineering","score_opus":0.027487444072818175,"score_gpt":0.18012124741312205,"score_spread":0.15263380334030388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1904426068","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":[0.92510015,0.0003482733,0.07329811,0.000006874161,0.00028746002,0.00066909834,0.00010839039,0.000049169746,0.0001324824],"genre_scores_gemma":[0.99324614,0.00033034722,0.0063479994,0.0000015933862,0.000012857515,0.000008707422,0.0000010074357,0.000009201438,0.00004212262],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99953,0.000019016908,0.00012919737,0.00012469408,0.000059448572,0.00013765451],"domain_scores_gemma":[0.9995984,0.000089574576,0.00006928013,0.0001531518,0.0000654966,0.000024103481],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017848138,0.000034747405,0.00022321411,0.000020883788,0.00010023888,0.00004376553,0.0003678498,0.00007218847,0.00003484321],"category_scores_gemma":[0.000024760602,0.00008261446,0.000043017404,0.000110240944,0.00009696347,0.00012272899,0.00013184744,0.00005301791,0.000001967818],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019566034,0.00021422666,0.036925115,0.0015447694,0.0006432324,0.000051186355,0.0026321122,0.057814166,0.005634607,0.00034112306,0.0015942343,0.89240956],"study_design_scores_gemma":[0.0005594217,0.000057837708,0.98744106,0.0003420413,0.00005746335,0.000014313428,0.0026792316,0.004483501,0.000054216147,0.0039833034,0.00015579294,0.00017180858],"about_ca_topic_score_codex":0.0833659,"about_ca_topic_score_gemma":0.033171777,"teacher_disagreement_score":0.9505159,"about_ca_system_score_codex":0.000018649014,"about_ca_system_score_gemma":0.0000066965044,"threshold_uncertainty_score":0.9844703},"labels":[],"label_agreement":null},{"id":"W1937197223","doi":"10.20381/ruor-3573","title":"Engineering Characteristics of Sensitive Marine Clays - Examples of Clays in Eastern Canada","year":2014,"lang":"en","type":"dissertation","venue":"uO Research (University of Ottawa)","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":"Geotechnical engineering; Void ratio; Consolidation (business); Cone penetration test; Penetration test; Atterberg limits; Standard penetration test; Soil water; Porosity; Engineering geology; Water content; Hydraulic conductivity; Specific gravity; Geology; Engineering; Soil science; Mineralogy; Liquefaction","score_opus":0.01589609578311647,"score_gpt":0.21318686461587816,"score_spread":0.1972907688327617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1937197223","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":[0.9919421,0.000013028518,0.00011677763,0.000017544342,0.00020601362,0.00014414768,0.00015974879,0.000020415942,0.007380242],"genre_scores_gemma":[0.99858767,0.00015450905,0.00031321362,4.907711e-7,0.000025139452,5.7492144e-7,0.00016621743,0.000017003931,0.00073516584],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9988977,0.00005144171,0.00025817857,0.0001580356,0.00039442262,0.00024025928],"domain_scores_gemma":[0.99917114,0.00014179855,0.00011111712,0.00018131277,0.00033814876,0.000056467004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026189053,0.00014126781,0.0005171807,0.00037373567,0.00003764465,0.000004060417,0.00022635228,0.00015698854,0.00014086124],"category_scores_gemma":[0.00008634009,0.00018060746,0.000056319295,0.00025799524,0.000087927285,0.000042703403,0.00009979066,0.00032726538,0.000002800448],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00056333333,0.0004928159,0.18590476,0.061808538,0.0029837703,0.0007490994,0.0076165367,0.027707476,0.531134,0.031014206,0.0059651006,0.14406034],"study_design_scores_gemma":[0.0007346065,0.00013508697,0.9571771,0.0009133414,0.00006287024,0.000004177224,0.006323143,0.008732591,0.01924831,0.000099079785,0.006076907,0.0004927687],"about_ca_topic_score_codex":0.06842648,"about_ca_topic_score_gemma":0.3806591,"teacher_disagreement_score":0.77127236,"about_ca_system_score_codex":0.00010423963,"about_ca_system_score_gemma":0.00012262478,"threshold_uncertainty_score":0.9377769},"labels":[],"label_agreement":null},{"id":"W1970563244","doi":"10.1680/geng.2009.162.1.33","title":"Instrumentation at Changi land reclamation project, Singapore","year":2009,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Northern Ontario Academic Medicine Association","funders":"","keywords":"Land reclamation; Piezometer; Consolidation (business); Geotechnical engineering; Instrumentation (computer programming); Submarine pipeline; Engineering; Settlement (finance); Civil engineering; Mining engineering; Groundwater; Geology; Geography; Aquifer","score_opus":0.00776198337075186,"score_gpt":0.19124871830599846,"score_spread":0.1834867349352466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970563244","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":[0.98881614,0.00022118153,0.005824368,0.00028546326,0.0006561523,0.0005522719,0.000019109319,0.00082982297,0.002795518],"genre_scores_gemma":[0.9983908,0.00009126052,0.0013686103,0.000011409213,0.000072299124,0.000027159667,0.000004659379,0.000018618872,0.000015205434],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99870914,0.0000027359645,0.0005405499,0.00017419265,0.00032085946,0.000252527],"domain_scores_gemma":[0.9995369,0.000018577148,0.00013896593,0.00012773913,0.00013167494,0.000046188557],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020013853,0.00023514697,0.00032448597,0.00021116766,0.00007985573,0.000017855307,0.0002571894,0.00017490644,0.000009784852],"category_scores_gemma":[0.00015040733,0.0001972107,0.00013524675,0.000587415,0.00009141205,0.0002717153,0.000078175464,0.00021131235,0.0000017539422],"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":[0.000032779226,0.000041002844,0.00013081939,0.000606615,0.00006394003,3.4974738e-7,0.00016493491,0.48257887,0.49646673,0.01757446,0.00036600712,0.0019735128],"study_design_scores_gemma":[0.0012294758,0.00025684974,0.009335843,0.001141274,0.00015814076,0.000105034975,0.00010899798,0.21432368,0.7654251,0.0018558796,0.0052227397,0.00083701726],"about_ca_topic_score_codex":0.000005539953,"about_ca_topic_score_gemma":0.0000019370307,"teacher_disagreement_score":0.26895833,"about_ca_system_score_codex":0.00014764669,"about_ca_system_score_gemma":0.000016453398,"threshold_uncertainty_score":0.8042019},"labels":[],"label_agreement":null},{"id":"W1989044827","doi":"10.1061/41148(389)28","title":"City of Saskatoon's Green Streets Program—A Case Study for the Implementation of Sustainable Roadway Rehabilitation with the Reuse of Concrete and Asphalt Rubble Materials","year":2010,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","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":true,"ca_institutions":"University of Saskatchewan; Saskatoon City Hospital","funders":"","keywords":"Rubble; Civil engineering; Asphalt; Aggregate (composite); Reuse; Asphalt concrete; Value engineering; Engineering; Environmental science; Waste management; Archaeology","score_opus":0.0065635895782242765,"score_gpt":0.2519583205270066,"score_spread":0.24539473094878234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989044827","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":[0.99760735,0.000014872161,0.00010826409,0.00020560998,0.00004591797,0.0019247069,0.000034226614,0.00003574225,0.000023318735],"genre_scores_gemma":[0.99804634,0.0000024041076,0.0016028719,0.0000020281998,0.000012918031,0.00030085907,0.0000019845431,0.0000075998096,0.00002299857],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999393,0.000032713797,0.00028582045,0.000087051434,0.00009145918,0.00010995222],"domain_scores_gemma":[0.99917126,0.00023655778,0.00011354514,0.00023944474,0.00022546462,0.000013727896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046463474,0.00008285446,0.00018736137,0.00002399118,0.00007891444,0.000014997845,0.00008593791,0.000027146212,0.000052122632],"category_scores_gemma":[0.000044001878,0.000043062708,0.000020201853,0.00008280559,0.00017727085,0.00007952571,0.000059396578,0.000034338875,4.4772833e-8],"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":[0.0010349363,0.00030984092,0.06987071,0.0048057963,0.0018091247,0.000025534686,0.036925,0.000901818,0.8146346,0.017892368,0.0011052602,0.050685015],"study_design_scores_gemma":[0.0032647646,0.0043900507,0.06395425,0.000029722763,0.00042277196,0.00007532101,0.42496496,0.00028934225,0.50065345,0.0011150684,0.00056582387,0.00027446487],"about_ca_topic_score_codex":0.004502034,"about_ca_topic_score_gemma":0.002653848,"teacher_disagreement_score":0.38803998,"about_ca_system_score_codex":0.0000048512193,"about_ca_system_score_gemma":0.000013622292,"threshold_uncertainty_score":0.68057585},"labels":[],"label_agreement":null},{"id":"W1991372648","doi":"10.1139/t99-082","title":"Performance of shallow foundations on clay deposits in Montréal Island","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Piezometer; Geotechnical engineering; Geology; Foundation (evidence); Settlement (finance); Groundwater; Shallow foundation; Sinkhole; Human settlement; Elevation (ballistics); Water level; Aquifer; Archaeology; Engineering; Geography; Bearing capacity; Karst","score_opus":0.006214377865012035,"score_gpt":0.1780065071587616,"score_spread":0.17179212929374957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991372648","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":[0.99458164,0.00017498793,0.00007919589,0.0003639096,0.00017006617,0.00007028923,0.000012784391,0.00004308711,0.004504067],"genre_scores_gemma":[0.9990254,0.00060894946,0.00012447045,0.000059271475,0.00007600206,0.0000064928704,0.0000017332997,0.00001130279,0.0000864012],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991856,0.000015534786,0.00031966393,0.00008636876,0.00011442915,0.00027836155],"domain_scores_gemma":[0.9996235,0.000018704683,0.000021964368,0.000110738896,0.00002767201,0.00019745817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009947724,0.00010561328,0.00017341776,0.00016704529,0.000104973085,0.000026136451,0.00014054377,0.00010845195,0.0006844019],"category_scores_gemma":[0.0000145629465,0.00009714034,0.0000508891,0.00017416071,0.000055783035,0.00007527201,0.00000648608,0.00033222613,0.000062466046],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052271444,0.00003491064,0.0037386352,0.000038871895,0.00004965514,0.00009010675,0.000058589405,0.8385545,0.0024213083,0.00025401622,0.002273073,0.15243408],"study_design_scores_gemma":[0.0037219904,0.0012538007,0.58933556,0.0011850523,0.00011067569,0.0029729595,0.00014535502,0.25949544,0.005752266,0.0028986002,0.1312486,0.0018797102],"about_ca_topic_score_codex":0.0023760432,"about_ca_topic_score_gemma":0.026561286,"teacher_disagreement_score":0.5855969,"about_ca_system_score_codex":0.0001320334,"about_ca_system_score_gemma":0.000059969832,"threshold_uncertainty_score":0.99120146},"labels":[],"label_agreement":null},{"id":"W1995435374","doi":"10.1139/t06-113","title":"Earthwork compaction evaluation using soil air voids","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Montana State University; U.S. Department of State","keywords":"Compaction; Geotechnical engineering; Soil compaction; Proctor compaction test; Soil water; Limiting; Earthworks; Water content; Environmental science; Engineering; Soil science; Mechanical engineering","score_opus":0.02110833305767079,"score_gpt":0.2391245297113667,"score_spread":0.2180161966536959,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995435374","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":[0.93083435,0.00053969957,0.06367199,0.000521168,0.0023514351,0.00019474782,0.00000982632,0.00028906972,0.0015877341],"genre_scores_gemma":[0.99838734,0.000038508075,0.00082692923,0.00012563045,0.0005805143,0.0000023579062,0.0000027481717,0.000021310827,0.000014641302],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99864405,0.000035697023,0.00038700877,0.00012118682,0.00030017179,0.00051188155],"domain_scores_gemma":[0.9990934,0.00002775701,0.000050527095,0.00013840977,0.00016024508,0.0005296683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010408524,0.00015036661,0.00018192583,0.00026350547,0.00035115608,0.000060948416,0.00012989882,0.00019202488,0.00034916901],"category_scores_gemma":[0.00007549163,0.0001485434,0.00008910854,0.0002751875,0.00008037148,0.00013902845,0.000014233582,0.0004973212,0.000051165356],"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":[0.000016142152,0.000010636491,0.00029171025,0.000015847545,0.000073783216,0.00006180124,0.00003487281,0.901028,0.017032193,0.00029830614,0.0025142794,0.07862244],"study_design_scores_gemma":[0.0025243536,0.00025435022,0.09226734,0.00045102922,0.0004436776,0.007999745,0.0009293548,0.69755775,0.020274995,0.0135723455,0.16154431,0.0021807484],"about_ca_topic_score_codex":0.0020686209,"about_ca_topic_score_gemma":0.006700901,"teacher_disagreement_score":0.20347025,"about_ca_system_score_codex":0.0006507593,"about_ca_system_score_gemma":0.00017327789,"threshold_uncertainty_score":0.6057424},"labels":[],"label_agreement":null},{"id":"W2008505922","doi":"10.1016/j.lithos.2004.03.052","title":"Underground geotechnical and geological investigations at Ekati Mine–Koala North: case study","year":2004,"lang":"en","type":"article","venue":"Lithos","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hudbay Minerals (Canada)","funders":"","keywords":"Mining engineering; Underground mining (soft rock); Excavation; Geotechnical investigation; Geology; Geotechnical engineering; Engineering; Coal mining; Waste management","score_opus":0.020990513028569087,"score_gpt":0.2182715295030447,"score_spread":0.19728101647447563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008505922","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":[0.99790186,0.0001313356,0.0006169904,0.00028364424,0.00013612033,0.00025938597,0.000009584186,0.00046020214,0.00020086598],"genre_scores_gemma":[0.998666,0.000024481153,0.0010503995,0.0000450446,0.00006146989,0.00006645313,0.000003659834,0.00001220485,0.00007031513],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99925154,0.000023083547,0.00023525323,0.0002030998,0.00009708356,0.0001899109],"domain_scores_gemma":[0.99963444,0.000046075773,0.00002070294,0.00017293467,0.000022636861,0.000103224214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057289697,0.00014998375,0.00018791965,0.00003773231,0.00019639988,0.000032870015,0.000061339255,0.00008398303,0.00003870805],"category_scores_gemma":[0.000042123655,0.00012664906,0.000027747747,0.00013393216,0.00017482876,0.000063602725,0.00013414193,0.00012924807,0.000031802374],"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":[0.00005116891,0.0009086627,0.86266613,0.00031660253,0.0005629758,0.007013401,0.0049554585,0.10452076,0.0029696855,0.010668872,0.00089841464,0.004467857],"study_design_scores_gemma":[0.004293934,0.0010153879,0.937108,0.000075944336,0.00034217146,0.018102271,0.0062461435,0.0024928993,0.0011902989,0.021532599,0.0059096427,0.0016907173],"about_ca_topic_score_codex":0.00054897513,"about_ca_topic_score_gemma":0.0015572574,"teacher_disagreement_score":0.10202786,"about_ca_system_score_codex":0.00005038095,"about_ca_system_score_gemma":0.000007896601,"threshold_uncertainty_score":0.5164599},"labels":[],"label_agreement":null},{"id":"W201149597","doi":"10.1177/0361198106196700111","title":"Design Model for Roughness and Serviceability of Pavements on Expansive Soils","year":2006,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Janeway Children's Health and Rehabilitation Centre","funders":"","keywords":"Serviceability (structure); Geotechnical engineering; Expansive clay; Surface finish; Geology; Environmental science; Engineering; Soil water; Structural engineering; Soil science","score_opus":0.08706451471980503,"score_gpt":0.33534005107558434,"score_spread":0.2482755363557793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W201149597","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":[0.9493607,0.000110267254,0.048752557,0.0005273427,0.0001997141,0.00089795666,0.000093743765,0.000025103844,0.000032559215],"genre_scores_gemma":[0.99480224,0.00033604808,0.004551388,0.0000100552925,0.000061810504,0.000111406844,0.0000069239723,0.000028055014,0.00009210486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9968799,0.00028209956,0.0009529503,0.00020775449,0.0012472962,0.00043003616],"domain_scores_gemma":[0.99693686,0.00063570007,0.00017063634,0.00021922687,0.0019337178,0.00010388073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001955786,0.00016391774,0.0003590135,0.00032683293,0.00026018906,0.000039681545,0.00033753,0.0001127829,0.000027609365],"category_scores_gemma":[0.000042884774,0.00012248773,0.00015565578,0.00051334786,0.00033783057,0.00022821872,0.000003651472,0.00053293083,0.0000013735304],"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":[0.0028096128,0.00037019976,0.025802538,0.0019897956,0.00027933167,0.000012444002,0.0023353864,0.8839882,0.06698342,0.0054199323,0.0023827245,0.0076264064],"study_design_scores_gemma":[0.0043437737,0.0013430655,0.7667171,0.00071653945,0.00013062202,5.7566115e-7,0.0022366343,0.06377932,0.07480283,0.084784895,0.0006922031,0.00045249288],"about_ca_topic_score_codex":0.0011212156,"about_ca_topic_score_gemma":0.0034508458,"teacher_disagreement_score":0.8202089,"about_ca_system_score_codex":0.00007815264,"about_ca_system_score_gemma":0.00011148667,"threshold_uncertainty_score":0.49949047},"labels":[],"label_agreement":null},{"id":"W2017099629","doi":"10.5539/jgg.v5n2p73","title":"Compositional, Geotechnical and Industrial Characteristics of Some Clay Bodies in Southern Nigeria","year":2013,"lang":"en","type":"article","venue":"Journal of Geography and Geology","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Beneficiation; Kaolinite; Illite; Clay minerals; Geology; Shrinkage; Expansive clay; Mineralogy; Geotechnical engineering; Geochemistry; Materials science; Metallurgy; Composite material; Soil science","score_opus":0.007882322610007562,"score_gpt":0.1891453197963634,"score_spread":0.18126299718635583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017099629","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":[0.9984611,0.00088811375,0.00003568424,0.00031075336,0.00019880479,0.0000516068,0.000008079634,0.000011239985,0.000034606666],"genre_scores_gemma":[0.9989382,0.00077095645,0.00013938363,0.000027321736,0.00011237564,0.0000032609273,0.0000010259112,0.000003825521,0.0000036227805],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9993174,0.000029873067,0.00041765132,0.00005732363,0.00006108947,0.00011666999],"domain_scores_gemma":[0.99968314,0.000059130474,0.00011319483,0.000041067266,0.000061541476,0.00004190757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001230468,0.000085156105,0.00032776708,0.00017617909,0.000027649248,0.000011135832,0.00004972715,0.00013322398,0.00005568078],"category_scores_gemma":[0.000018330207,0.00006896261,0.000048256006,0.000045747154,0.000270118,0.00007675004,0.000037001435,0.00019112795,0.0000013850645],"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":[0.00033296456,0.00018685892,0.9061243,0.00024385813,0.00056406134,0.00003977681,0.0007434805,0.0005827007,0.061556127,0.0023467862,0.00062350003,0.026655609],"study_design_scores_gemma":[0.0014899063,0.00045483676,0.9737453,0.00010248455,0.000045765526,0.00035817857,0.00044089794,0.0001580772,0.00079327263,0.021331025,0.00085168186,0.0002285906],"about_ca_topic_score_codex":0.000032486005,"about_ca_topic_score_gemma":0.0000033216456,"teacher_disagreement_score":0.06762101,"about_ca_system_score_codex":0.0000026366947,"about_ca_system_score_gemma":0.0000052163964,"threshold_uncertainty_score":0.28122136},"labels":[],"label_agreement":null},{"id":"W2018668814","doi":"10.1007/s10064-006-0082-x","title":"Mechanical and physical properties of the Kandira stone, Kandira, Turkey","year":2007,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Nature Conservation; Compressive strength; Mechanical strength; Geology; Quarter (Canadian coin); Geotechnical engineering; Mineralogy; Mining engineering; Archaeology; Materials science; Geography; Composite material","score_opus":0.003531698037680664,"score_gpt":0.14014560150740046,"score_spread":0.1366139034697198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018668814","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":[0.9969936,0.0012615017,0.0009389678,0.00039608686,0.00012350803,0.00011492195,0.0000012472625,0.000024924093,0.00014526494],"genre_scores_gemma":[0.99948543,0.00023198796,0.00018015975,0.00001308857,0.000028624818,0.0000100684365,1.2882147e-7,0.0000067946726,0.000043721117],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954975,0.000016090298,0.00016251218,0.00008176481,0.000067948495,0.00012191707],"domain_scores_gemma":[0.99976116,0.00007160174,0.000027698115,0.00011604676,0.0000035533312,0.000019913268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019966759,0.00009693461,0.00019675918,0.000014040969,0.00004105701,0.0000020144294,0.00007118088,0.000050839622,0.000027188438],"category_scores_gemma":[0.000023119926,0.000053232387,0.000037801437,0.000016680468,0.00039269764,0.000004560218,0.00011953814,0.00010162665,0.0000025792174],"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":[0.00060790195,0.00019979414,0.0014407029,0.0009847261,0.000884495,0.0000060849766,0.0022682978,0.15382564,0.7437101,0.090324305,0.0003254516,0.0054225014],"study_design_scores_gemma":[0.005393643,0.0003017906,0.07943581,0.00025383392,0.0003559253,0.00014694105,0.00062294863,0.015322604,0.8557051,0.0030763552,0.038589314,0.00079576235],"about_ca_topic_score_codex":0.000015523598,"about_ca_topic_score_gemma":4.3376374e-7,"teacher_disagreement_score":0.13850304,"about_ca_system_score_codex":0.000005309298,"about_ca_system_score_gemma":9.859366e-7,"threshold_uncertainty_score":0.21707536},"labels":[],"label_agreement":null},{"id":"W2023671804","doi":"10.5539/enrr.v3n1p135","title":"The Dolerites of Cross River State (DCRS): Physical and Mechanical Properties","year":2013,"lang":"en","type":"article","venue":"Environment and Natural Resources Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Durability; Specific gravity; Absorption of water; Sill; Plagioclase; Geology; Compressive strength; Gneiss; Porosity; Geotechnical engineering; Quartz; Geochemistry; Materials science; Mineralogy; Composite material; Metamorphic rock","score_opus":0.016615170562296635,"score_gpt":0.24171386658503452,"score_spread":0.22509869602273788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023671804","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":[0.99513406,0.0043836054,0.0000021898777,0.00018546534,0.000028702183,0.00015851672,0.0000021347514,0.00002171545,0.00008362951],"genre_scores_gemma":[0.9967921,0.002445197,0.000036342437,0.0000026052487,0.00003810783,0.00003197439,2.9965506e-7,0.000006974295,0.0006464228],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9992381,0.000052446077,0.00011227382,0.000117111726,0.00025918504,0.00022090213],"domain_scores_gemma":[0.999703,0.00012916287,0.000011155707,0.00009283317,0.000017317509,0.00004654287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017442116,0.000079691505,0.000108869805,0.00002363266,0.00022942486,0.00008685004,0.000091525,0.000029030376,0.000024048051],"category_scores_gemma":[0.000030219118,0.000043240292,0.000019700181,0.000039059585,0.001023645,0.000074066105,0.00022907414,0.00020987901,0.000020403751],"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":[0.00012660741,0.000037711176,0.0021293752,0.0001767762,0.0001123088,0.0000019147953,0.002103555,0.0003884629,0.85568553,0.00048780208,0.00035769198,0.13839225],"study_design_scores_gemma":[0.0013144611,0.0005813181,0.47760683,0.00013161826,0.000023545783,0.00001836249,0.002134938,0.03512363,0.3990796,0.01927472,0.06399212,0.000718883],"about_ca_topic_score_codex":0.000033413304,"about_ca_topic_score_gemma":0.0000013621816,"teacher_disagreement_score":0.47547746,"about_ca_system_score_codex":0.000010249802,"about_ca_system_score_gemma":0.0000010955292,"threshold_uncertainty_score":0.37716627},"labels":[],"label_agreement":null},{"id":"W2025322536","doi":"10.1007/s10706-015-9864-x","title":"Characterization of Sensitive Marine Clays by Using Cone and Ball Penetrometers: Example of Clays in Eastern Canada","year":2015,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Stantec (Canada); University of Ottawa","funders":"","keywords":"Penetrometer; Geotechnical engineering; Penetration test; Cone penetration test; Direct shear test; Geology; Hydrogeology; Shear strength (soil); Shear (geology); Soil water; Soil science; Petrology","score_opus":0.016396264499943542,"score_gpt":0.1757109055502532,"score_spread":0.15931464105030965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025322536","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":[0.99380887,0.00012869031,0.005720215,0.000048721828,0.00007073912,0.00009905756,0.000027762795,0.000057394598,0.000038551545],"genre_scores_gemma":[0.9990532,0.00010396366,0.00078053423,0.000014650973,0.000016278864,0.000005429301,0.000012513644,0.000008515598,0.000004933893],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915546,0.000014853028,0.00035827438,0.0001628785,0.00011502449,0.00019350182],"domain_scores_gemma":[0.9996812,0.000048848324,0.00004540647,0.000080049795,0.000052534695,0.00009199016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001151403,0.00014651693,0.00037433064,0.000053613887,0.000011803291,0.0000062483978,0.000051343384,0.00012102644,0.000012383276],"category_scores_gemma":[0.00007317565,0.00012984923,0.000017378488,0.00013324451,0.00008294418,0.000051552757,0.00015355003,0.0001326503,1.7564764e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053114043,0.000031051255,0.0039695753,0.00027451647,0.00005291299,0.000017744229,0.000051342464,0.099106036,0.89063966,0.00040938242,0.000014693239,0.005379976],"study_design_scores_gemma":[0.0020345992,0.0004461408,0.15511331,0.00028712975,0.00007100655,0.00016551235,0.00018317677,0.7700392,0.06884342,0.00044122507,0.0014251352,0.00095015543],"about_ca_topic_score_codex":0.015258697,"about_ca_topic_score_gemma":0.0011047216,"teacher_disagreement_score":0.82179624,"about_ca_system_score_codex":0.000029198689,"about_ca_system_score_gemma":0.000012942498,"threshold_uncertainty_score":0.9912988},"labels":[],"label_agreement":null},{"id":"W2025466476","doi":"10.5539/jgg.v4n3p90","title":"Evaluation of Old Netim Basement Rocks (South-Eastern Nigeria) for Construction Aggregates","year":2012,"lang":"en","type":"article","venue":"Journal of Geography and Geology","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Gneiss; Compressive strength; Weathering; Overburden; Geology; Specific gravity; Water content; Geotechnical engineering; Basement; Geochemistry; Foundation (evidence); Mineralogy; Materials science; Civil engineering; Composite material; Engineering; Archaeology; Metamorphic rock; Geography","score_opus":0.013744968713166442,"score_gpt":0.2271994286100779,"score_spread":0.21345445989691147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025466476","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":[0.9871872,0.0047819205,0.0066259163,0.00006925864,0.0011073464,0.000108934204,0.0000058518153,0.000011620967,0.000101968166],"genre_scores_gemma":[0.998212,0.00027728677,0.0012958994,0.000011270415,0.00018602553,0.0000092725995,0.0000011500204,0.0000041910835,0.000002909382],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9992933,0.000046465386,0.00032777188,0.000047443056,0.00014394741,0.00014101785],"domain_scores_gemma":[0.99939924,0.000036017816,0.0001793618,0.000048684837,0.00029032512,0.00004636522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067270343,0.00007946392,0.00021128733,0.00013902273,0.000039795555,0.0000056310046,0.00003697129,0.00006747531,0.00006376511],"category_scores_gemma":[0.000036333324,0.00006597619,0.0000762739,0.000056813176,0.00009951961,0.00008434018,0.000014048899,0.00005628944,5.875077e-7],"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":[0.0001745318,0.00007643041,0.7738556,0.00022350515,0.00084654207,5.751188e-7,0.0006032412,0.008189615,0.008417304,0.0006084433,0.00013164175,0.20687257],"study_design_scores_gemma":[0.009971158,0.0026170695,0.8479389,0.00035369376,0.002720412,0.00113076,0.005012733,0.009418312,0.061926953,0.044779383,0.013104543,0.0010260767],"about_ca_topic_score_codex":0.0000070335113,"about_ca_topic_score_gemma":0.0000031373017,"teacher_disagreement_score":0.20584649,"about_ca_system_score_codex":0.0000060339285,"about_ca_system_score_gemma":0.000006809228,"threshold_uncertainty_score":0.2690431},"labels":[],"label_agreement":null},{"id":"W2030373376","doi":"10.1139/cgj-2014-0066","title":"Geotechnical properties of Søvind Marl — a plastic Eocene clay","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Marl; Geotechnical engineering; Geology; Geomorphology","score_opus":0.009532854836440455,"score_gpt":0.16893569997905966,"score_spread":0.1594028451426192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030373376","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":[0.96110886,0.0014020456,0.029620912,0.001462779,0.002394965,0.00036871605,0.000051487375,0.00070088817,0.0028893498],"genre_scores_gemma":[0.9989053,0.00014464236,0.00041073436,0.00010421571,0.00033734235,0.000015056217,0.000001497075,0.0000399531,0.0000412802],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981076,0.00006124964,0.00068578136,0.00020546513,0.0002892328,0.0006506375],"domain_scores_gemma":[0.9987566,0.00006921427,0.00008911451,0.0002952018,0.00013931983,0.000650556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041033592,0.00026449462,0.000476319,0.00028882132,0.0002036005,0.00007200038,0.00043081725,0.00032655767,0.0002783256],"category_scores_gemma":[0.00041850805,0.00022286222,0.00016710565,0.000258212,0.0003185298,0.000114158574,0.000066151246,0.0007306585,0.00006946671],"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":[0.00020079741,0.00017489547,0.0006066092,0.0008411978,0.00067704666,0.0002292619,0.00015729615,0.5202395,0.34308,0.010984118,0.02176182,0.101047486],"study_design_scores_gemma":[0.0059091873,0.002050203,0.031204073,0.0031306823,0.00076599966,0.010109846,0.00042192425,0.3228178,0.15049241,0.0231982,0.44428626,0.005613434],"about_ca_topic_score_codex":0.0008419284,"about_ca_topic_score_gemma":0.0006493517,"teacher_disagreement_score":0.42252442,"about_ca_system_score_codex":0.00017772905,"about_ca_system_score_gemma":0.00015687461,"threshold_uncertainty_score":0.9088057},"labels":[],"label_agreement":null},{"id":"W2035188679","doi":"10.1016/j.cemconcomp.2009.06.004","title":"Sustainability of Civil Engineering Structures – Durability of concrete","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Durability; Sustainability; Natural materials; Biopolymer; Compatibility (geochemistry); Environmental science; Toughness; Civil engineering; Materials science; Composite material; Polymer; Ecology; Engineering; Polymer science","score_opus":0.004826468133407543,"score_gpt":0.18942328895254987,"score_spread":0.18459682081914233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035188679","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":[0.99736357,0.00096529635,0.0008489222,0.000105747444,0.00009190054,0.00015869181,0.000014613289,0.00009681954,0.00035446946],"genre_scores_gemma":[0.9994208,0.0000868642,0.00044317535,0.000010942065,0.000020165184,0.0000043489176,0.0000040596374,0.000004917182,0.0000047221665],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993063,0.000014708806,0.00031682444,0.00012296333,0.00009447456,0.00014472287],"domain_scores_gemma":[0.9996054,0.000056584035,0.00004749654,0.00014654624,0.00010368051,0.000040265226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000890678,0.00013355327,0.0003069451,0.000039856663,0.000031157604,0.000010582781,0.000077062425,0.00004664962,0.00004983449],"category_scores_gemma":[0.00003153989,0.00012060378,0.000050970226,0.00007601934,0.0001147671,0.000049996874,0.000037759648,0.000057905014,1.9992e-7],"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":[0.000057752684,0.0000019437712,0.003147465,0.00071901275,0.0000990364,0.0000010744578,0.00021040296,0.0043333946,0.97658396,0.0126943,0.00008844276,0.0020632378],"study_design_scores_gemma":[0.0013089224,0.0006286895,0.07929748,0.00012653526,0.00014391141,0.000011572123,0.0003959519,0.016989358,0.8882222,0.010616766,0.0016034334,0.0006551649],"about_ca_topic_score_codex":0.000008996839,"about_ca_topic_score_gemma":6.3293817e-7,"teacher_disagreement_score":0.088361725,"about_ca_system_score_codex":0.00001889068,"about_ca_system_score_gemma":0.0000068198847,"threshold_uncertainty_score":0.4918079},"labels":[],"label_agreement":null},{"id":"W2053349862","doi":"","title":"Using Road Weather Information Systems (RWIS) to Control Load Restrictions on Gravel and Surface-Treated Highways","year":2007,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":14,"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":"Environmental science; Road surface; Transport engineering; Frost (temperature); Computer science; Christian ministry; Meteorology; Civil engineering; Engineering; Geography","score_opus":0.013706113592098286,"score_gpt":0.2121448998414335,"score_spread":0.19843878624933523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053349862","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":[0.95454586,0.00007195878,0.03593421,0.00003765053,0.00045855626,0.0002606414,0.000015571894,0.0007392994,0.007936266],"genre_scores_gemma":[0.99936855,0.000023094086,0.00044306926,0.000033600663,0.000041364794,0.0000054390243,0.0000012250636,0.000007351798,0.00007629816],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940413,0.000008106732,0.00023622435,0.000072976196,0.00011200238,0.00016652863],"domain_scores_gemma":[0.99973315,0.000023112358,0.000021271791,0.00008970093,0.00006779982,0.00006496435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010414329,0.000109749264,0.00013896068,0.0000749979,0.00009503623,0.000055051954,0.000030200918,0.00006380406,0.00001008593],"category_scores_gemma":[0.000010373744,0.0000900157,0.000017810107,0.00015151087,0.000016082524,0.000117083284,0.000012299657,0.00005144864,0.000072968294],"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":[0.00016325663,0.00003716822,0.002666094,0.00017339428,0.00024353171,0.000005564365,0.00036092848,0.7884125,0.18111682,0.013969367,0.002940279,0.009911119],"study_design_scores_gemma":[0.009860399,0.0009082142,0.3155094,0.0006630497,0.00042145172,0.00030035258,0.0055669267,0.47952354,0.07199227,0.00047385227,0.11123918,0.0035413674],"about_ca_topic_score_codex":0.0009302675,"about_ca_topic_score_gemma":0.000028219249,"teacher_disagreement_score":0.3128433,"about_ca_system_score_codex":0.00007864259,"about_ca_system_score_gemma":0.0000049022656,"threshold_uncertainty_score":0.3670734},"labels":[],"label_agreement":null},{"id":"W2062075465","doi":"10.1520/gtj11779","title":"Model Pile Pull-Out Tests Using Polyethylene Sheets to Reduce Downdrag on Cast In Situ Piles","year":2004,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":5,"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":"Geotechnical engineering; Pile; In situ; Geology; Polyethylene; Engineering; Forensic engineering; Materials science; Structural engineering; Composite material","score_opus":0.06473069263152909,"score_gpt":0.2797915915320269,"score_spread":0.2150608989004978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062075465","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":[0.975927,0.00013025515,0.020861993,0.0005819668,0.00049914373,0.00020539176,0.000009566054,0.00055442663,0.0012302727],"genre_scores_gemma":[0.96857345,0.00002825285,0.03084569,0.00013932576,0.0003352535,0.000015390935,8.440145e-7,0.000048879963,0.000012925147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978822,0.000034077446,0.0007150094,0.0003245833,0.00035180757,0.0006923263],"domain_scores_gemma":[0.99913836,0.000118568976,0.00009428736,0.00026401412,0.000105265695,0.0002795254],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00042877003,0.00032538985,0.00042426144,0.0002770816,0.0002679583,0.00012692386,0.00031436907,0.00020234089,0.000023333609],"category_scores_gemma":[0.00076638255,0.00030172392,0.00009511463,0.0004733737,0.00010511676,0.00014592014,0.00015568497,0.00093638746,0.000051628354],"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":[0.000015136338,0.00003880151,0.00002769668,0.000013345439,0.000007944685,0.000056201334,0.000035545734,0.66852146,0.3257085,0.00007542207,0.000047176167,0.0054527707],"study_design_scores_gemma":[0.009769879,0.002890626,0.029375501,0.010180862,0.00029859025,0.0164357,0.000594051,0.44862363,0.38379896,0.09026344,0.0010651972,0.0067035523],"about_ca_topic_score_codex":0.000030444686,"about_ca_topic_score_gemma":0.000024078014,"teacher_disagreement_score":0.2198978,"about_ca_system_score_codex":0.00036311353,"about_ca_system_score_gemma":0.000088045104,"threshold_uncertainty_score":0.9999435},"labels":[],"label_agreement":null},{"id":"W2063031580","doi":"10.14203/risetgeotam2012.v22.62","title":"PENGARUH MUKA AIRTANAH TERHADAP KESTABILAN LERENG PADA RUAS JALAN RAYA CADAS PANGERAN, SUMEDANG","year":2012,"lang":"id","type":"article","venue":"RISET Geologi dan Pertambangan","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":6,"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":"Physics; Forestry; Geography","score_opus":0.015427997810146733,"score_gpt":0.21435004702238616,"score_spread":0.19892204921223944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063031580","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":[0.97626776,0.009318052,0.00021138824,0.0012220748,0.004694538,0.00077239925,0.00017408819,0.0011610149,0.0061786906],"genre_scores_gemma":[0.9925649,0.0013590123,0.0006082943,0.00029871854,0.0015022072,0.00015314715,0.00020337522,0.00015296772,0.0031573607],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99482584,0.00043242678,0.0011279543,0.00082580425,0.00058112724,0.0022068569],"domain_scores_gemma":[0.99743116,0.0004260986,0.00027130087,0.0010221693,0.00015560622,0.00069367903],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00072546175,0.0011268964,0.0013085637,0.0002312811,0.00074674195,0.000186229,0.0006896868,0.0007349169,0.0011340004],"category_scores_gemma":[0.0003996104,0.0010124701,0.00044902533,0.00042095347,0.00055835664,0.00046281045,0.00047349648,0.001081602,0.000823388],"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":[0.00043664253,0.0015334403,0.707055,0.0029300172,0.0026776681,0.00039967464,0.0134708155,0.0016453108,0.15386777,0.0046626115,0.069717996,0.0416031],"study_design_scores_gemma":[0.0032654563,0.0006831075,0.56650406,0.0005686411,0.0012806922,0.0006504723,0.0124707855,0.0012453086,0.037319705,0.00034388417,0.37060243,0.0050654863],"about_ca_topic_score_codex":0.0011895039,"about_ca_topic_score_gemma":0.0006529511,"teacher_disagreement_score":0.30088443,"about_ca_system_score_codex":0.00025258443,"about_ca_system_score_gemma":0.00006446848,"threshold_uncertainty_score":0.9999546},"labels":[],"label_agreement":null},{"id":"W2069351477","doi":"10.1139/t03-087","title":"In situ characterization of land reclaimed using big clay lumps","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Land reclamation; Consolidation (business); Dredging; Geotechnical engineering; Excavation; Mining engineering; Geology; Environmental science; Civil engineering; Engineering; Archaeology; Geography","score_opus":0.013015774560308262,"score_gpt":0.19683358701659454,"score_spread":0.18381781245628628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069351477","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":[0.99317473,0.00006842264,0.00535053,0.0004987725,0.00060931756,0.00008324308,0.000014905166,0.000043509946,0.0001565663],"genre_scores_gemma":[0.99920034,0.00012659184,0.00038229823,0.00007992854,0.00018357189,0.0000026308412,0.0000029662483,0.000014842815,0.000006801149],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99912804,0.000017712635,0.0003750956,0.00008969031,0.00010488127,0.00028460508],"domain_scores_gemma":[0.9995773,0.000007336265,0.000052790143,0.000098450066,0.000047312093,0.00021682733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014836765,0.00010804063,0.00021428554,0.00026394997,0.00007067653,0.00002715789,0.000119922835,0.00015281906,0.00005528023],"category_scores_gemma":[0.00003137412,0.00010532677,0.00005049097,0.00025784344,0.00006339117,0.00010081839,0.000015007327,0.00029744848,0.000007811839],"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":[0.000008006112,0.000010920697,0.00028868482,0.000025654084,0.000021643727,0.00008058257,0.00003551124,0.07080577,0.9240639,0.00016993389,0.000022112092,0.004467264],"study_design_scores_gemma":[0.008662989,0.00048752245,0.15496498,0.002139073,0.00023905623,0.007429494,0.0002449274,0.019759066,0.725173,0.03630381,0.041378744,0.0032173265],"about_ca_topic_score_codex":0.0025846802,"about_ca_topic_score_gemma":0.004674973,"teacher_disagreement_score":0.19889091,"about_ca_system_score_codex":0.000279981,"about_ca_system_score_gemma":0.00015339615,"threshold_uncertainty_score":0.4295101},"labels":[],"label_agreement":null},{"id":"W2076880984","doi":"10.1139/l01-066","title":"Rehabilitation of bridges using aluminum decks","year":2001,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Rehabilitation; Deck; Christian ministry; Bridge deck; Engineering; Transport engineering; Structural engineering; Civil engineering; Computer science; Forensic engineering; Physical therapy; Medicine","score_opus":0.008050059117609039,"score_gpt":0.1814174916937924,"score_spread":0.17336743257618337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076880984","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":[0.9755222,0.0010498102,0.021742957,0.00006605024,0.0010765865,0.000038025624,0.0000054096035,0.000027203381,0.00047174504],"genre_scores_gemma":[0.9982024,0.00003874969,0.0016146472,0.0000035309251,0.00011789458,6.593322e-7,2.5927355e-7,0.000014845088,0.0000070397427],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993818,0.0000060455504,0.00032300272,0.000041344454,0.00007870713,0.00016910996],"domain_scores_gemma":[0.99958336,0.00003471299,0.000051723047,0.000068019464,0.00010347252,0.00015871105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012477774,0.0000850674,0.00019075276,0.00023479394,0.000025842724,0.000013785654,0.000082288774,0.000044787663,0.00009998402],"category_scores_gemma":[0.00011984358,0.00008838145,0.00006511548,0.00014850419,0.000033481996,0.00010890973,0.0000042086376,0.00009246309,0.0000015889754],"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":[0.0000030092574,0.0000024436724,0.0036253566,0.000106278,0.000052175885,0.00002846548,0.00019714923,0.9713967,0.02277018,0.00025985466,0.00044957563,0.0011088534],"study_design_scores_gemma":[0.0037943753,0.0008095864,0.21171953,0.0043514282,0.0005731517,0.0071038157,0.0036072037,0.55429643,0.049724024,0.0037981116,0.15720083,0.0030215022],"about_ca_topic_score_codex":0.00033419108,"about_ca_topic_score_gemma":0.007275581,"teacher_disagreement_score":0.41710022,"about_ca_system_score_codex":0.00008905963,"about_ca_system_score_gemma":0.0000651103,"threshold_uncertainty_score":0.40599447},"labels":[],"label_agreement":null},{"id":"W2083177470","doi":"10.5539/jgg.v6n2p28","title":"Terrain Analysis of Biu Plateau, for Road Transport Development, Borno State, Nigeria","year":2014,"lang":"en","type":"article","venue":"Journal of Geography and Geology","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Terrain; Plateau (mathematics); Flexibility (engineering); Transport engineering; Forest road; Digital elevation model; Computer science; Geography; Environmental resource management; Remote sensing; Environmental science; Cartography; Engineering; Mathematics","score_opus":0.004051143111258003,"score_gpt":0.19173260025384078,"score_spread":0.18768145714258277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083177470","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":[0.9831094,0.00034685407,0.01611751,0.000044548207,0.0002144678,0.000040026178,0.0000101343,0.000014907815,0.00010212487],"genre_scores_gemma":[0.99750525,0.00020954272,0.0022215317,0.000015594314,0.000027195902,0.0000036369277,0.0000038659227,0.000004379189,0.000009030757],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9992519,0.00001744916,0.00046537287,0.00006863057,0.000057701367,0.00013892556],"domain_scores_gemma":[0.99964076,0.000040189498,0.00013646472,0.00005293402,0.00008495031,0.00004467446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026940985,0.000091533555,0.00043146676,0.0004196503,0.00004358852,0.000003998618,0.00006500013,0.00006324304,0.00003289226],"category_scores_gemma":[0.000008958481,0.0000731256,0.00016272819,0.00021312635,0.00009513057,0.000041279254,0.000007902935,0.00006356155,2.2651335e-7],"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":[0.0003110923,0.00007053156,0.9011877,0.00024709036,0.0071570165,0.000005548683,0.0011926561,0.017212102,0.008866283,0.00012592082,0.00013823688,0.063485794],"study_design_scores_gemma":[0.0005257131,0.00017214016,0.9895676,0.000013091835,0.0002583319,0.000026243111,0.000098314464,0.00021813267,0.0013947075,0.0012811795,0.006323798,0.00012079191],"about_ca_topic_score_codex":0.000013367853,"about_ca_topic_score_gemma":0.00006760591,"teacher_disagreement_score":0.08837983,"about_ca_system_score_codex":0.0000023246346,"about_ca_system_score_gemma":0.000006903288,"threshold_uncertainty_score":0.29819754},"labels":[],"label_agreement":null},{"id":"W2085073239","doi":"10.14203/risetgeotam2010.v20.31","title":"PROYEKSI GEMPABUMI TASIKMALAYA 2 SEPTEMBER 2009 TERHADAP POTENSI BAHAYA KEGEMPAAN DAERAH GARUT DAN SEKITARNYA","year":2010,"lang":"id","type":"article","venue":"RISET Geologi dan Pertambangan","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":"WiLAN (Canada)","funders":"","keywords":"Physics; Geology; Humanities; Art","score_opus":0.0071610686262255545,"score_gpt":0.20477753707618987,"score_spread":0.1976164684499643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085073239","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":[0.9709487,0.00120639,0.00010370246,0.0019690122,0.00564413,0.0011426004,0.00021757503,0.0014472113,0.01732066],"genre_scores_gemma":[0.98224366,0.00037617498,0.0023635307,0.00054179964,0.0014476978,0.00018107574,0.00026295724,0.0002093891,0.012373727],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9942449,0.00027267553,0.0013704266,0.0014601449,0.00068013096,0.001971736],"domain_scores_gemma":[0.99673134,0.0001900451,0.0003573614,0.0016708494,0.00039106817,0.00065930665],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.00062981236,0.0014181207,0.0014994591,0.0002907155,0.00082809274,0.00035687975,0.0010267526,0.0012364018,0.001748952],"category_scores_gemma":[0.00038587349,0.0012649181,0.000558872,0.00053026044,0.0009973947,0.00039169402,0.0007068432,0.0021461102,0.0015086653],"study_design_candidate":"not_applicable","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":[0.000389882,0.0012089231,0.07575142,0.0015485608,0.002055539,0.0010281753,0.0026943197,0.003000236,0.6802725,0.0027358169,0.21266115,0.016653461],"study_design_scores_gemma":[0.0032409073,0.00095199037,0.2305784,0.00039446756,0.0010297173,0.0014331687,0.0030917705,0.0039811195,0.05511609,0.00076970435,0.6946019,0.0048107416],"about_ca_topic_score_codex":0.00025992695,"about_ca_topic_score_gemma":0.00073864264,"teacher_disagreement_score":0.62515646,"about_ca_system_score_codex":0.00011040224,"about_ca_system_score_gemma":0.00013191825,"threshold_uncertainty_score":0.9998569},"labels":[],"label_agreement":null},{"id":"W2088473596","doi":"10.1139/t01-025","title":"Canadian Geotechnical Research Site No. 1 at Gloucester","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Civil engineering; Geotechnical investigation; Engineering; Mining engineering","score_opus":0.024099269546432538,"score_gpt":0.2442364038384068,"score_spread":0.22013713429197426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088473596","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":[0.9316524,0.0025653308,0.0012848226,0.019363886,0.0050248294,0.0010029065,0.00030977163,0.001324049,0.037471965],"genre_scores_gemma":[0.9947242,0.0010410176,0.000271809,0.0006820647,0.0010251682,0.000039282673,0.000015110543,0.00008210888,0.0021192539],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9960966,0.00013651518,0.0006863748,0.00039989894,0.00059375196,0.0020868678],"domain_scores_gemma":[0.9957137,0.000099694465,0.000046831185,0.0005561491,0.00046021142,0.0031233788],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0011146395,0.00036187214,0.00043793305,0.0009059753,0.0012521496,0.00029169797,0.0007450349,0.0006422125,0.003617034],"category_scores_gemma":[0.0003033385,0.00034718867,0.0002029612,0.0007762657,0.00036338414,0.0002149067,0.00015330345,0.0020137618,0.004282165],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017864136,0.00008668355,0.005329104,0.00014638568,0.00045679076,0.009097343,0.00020950883,0.09213196,0.018291837,0.0022166334,0.8208498,0.05100532],"study_design_scores_gemma":[0.000347471,0.00010305345,0.0041553834,0.000085161686,0.000022042224,0.0038820202,0.000036483816,0.0050681005,0.00016654245,0.0013713088,0.9842215,0.00054092554],"about_ca_topic_score_codex":0.23222885,"about_ca_topic_score_gemma":0.62592363,"teacher_disagreement_score":0.3936948,"about_ca_system_score_codex":0.0031598257,"about_ca_system_score_gemma":0.00072999037,"threshold_uncertainty_score":0.999898},"labels":[],"label_agreement":null},{"id":"W2097942672","doi":"10.1016/j.enggeo.2011.10.013","title":"Factors affecting the shear strength of mine tailings/clay mixtures with varying clay content and clay mineralogy","year":2011,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Kaolinite; Shearing (physics); Geotechnical engineering; Bentonite; Consolidation (business); Geology; Pore water pressure; Slurry; Clay minerals; Effective stress; Cohesion (chemistry); Friction angle; Mineralogy; Materials science; Composite material; Metallurgy; Chemistry","score_opus":0.020371906842153058,"score_gpt":0.18392721414302846,"score_spread":0.1635553073008754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2097942672","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":[0.9951098,0.0007180225,0.0027577828,0.000037539066,0.00047188852,0.00013197438,0.0000037174957,0.00022604312,0.0005432127],"genre_scores_gemma":[0.9979627,0.000044666343,0.0018376395,0.000010643547,0.000070632916,0.000014378774,0.000003028543,0.000027354132,0.000028941811],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991472,0.000023488084,0.0002632358,0.00018191357,0.00007272125,0.00031147257],"domain_scores_gemma":[0.9995264,0.00016264313,0.0000503128,0.00016926561,0.000039605522,0.000051782845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000104681836,0.00023464113,0.0003581344,0.00008730947,0.000060497616,0.00000815463,0.00011580509,0.000116975774,0.000052902982],"category_scores_gemma":[0.000061901235,0.00014995351,0.00004428149,0.00010429443,0.0001469261,0.000047570713,0.00006363988,0.00020644297,0.0000015757042],"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":[0.00006708281,0.000043226657,0.025239116,0.0004252507,0.0005968463,0.000020365344,0.0033233718,0.08494705,0.88315034,0.0010632243,0.00009158101,0.001032561],"study_design_scores_gemma":[0.0017627596,0.00083960267,0.104201846,0.00020382158,0.00024358646,0.00031382914,0.0007870702,0.019741906,0.86988354,0.00020338528,0.0006337723,0.0011848806],"about_ca_topic_score_codex":0.00016164801,"about_ca_topic_score_gemma":0.000008852384,"teacher_disagreement_score":0.07896273,"about_ca_system_score_codex":0.000011289172,"about_ca_system_score_gemma":0.000005212854,"threshold_uncertainty_score":0.6114927},"labels":[],"label_agreement":null},{"id":"W2126332899","doi":"10.1139/t04-114","title":"Consolidation of cement-treated sewage sludge using vertical drains","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Nanyang Technological University; U.S. Environmental Protection Agency","keywords":"Consolidation (business); Dispose pattern; Land reclamation; Waste management; Geotechnical engineering; Sewage sludge; Environmental science; Engineering; Sewage","score_opus":0.015528421685961103,"score_gpt":0.21526459514090154,"score_spread":0.19973617345494044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126332899","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":[0.98608774,0.0002870587,0.01113989,0.00073799986,0.0003526717,0.00014047696,0.00004271769,0.00015956128,0.001051873],"genre_scores_gemma":[0.9985989,0.00006919823,0.0009922542,0.00010385591,0.00019442412,0.0000027149133,0.0000036811334,0.000018219263,0.00001679514],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888,0.000028539122,0.0004460477,0.00010739142,0.00015233853,0.000385667],"domain_scores_gemma":[0.99931794,0.000021976024,0.00003500889,0.00013583417,0.000091579175,0.00039765396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015554263,0.00014095489,0.0002312134,0.00018983157,0.00014595661,0.000041777686,0.00014902276,0.00015485304,0.0005450386],"category_scores_gemma":[0.000055993605,0.00013542426,0.000084247324,0.00018139691,0.00013282898,0.0001195877,0.000023146375,0.0002991177,0.000033843127],"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":[0.00005140938,0.000094291136,0.0013618307,0.00011318996,0.00043673086,0.0001670321,0.00017175276,0.4720755,0.45759228,0.004034254,0.0073597035,0.056542043],"study_design_scores_gemma":[0.0042362018,0.00045015494,0.013543034,0.00058739353,0.00061032356,0.0045166328,0.0006245476,0.44265047,0.27607456,0.0032933394,0.25095272,0.002460634],"about_ca_topic_score_codex":0.0007435149,"about_ca_topic_score_gemma":0.0011477931,"teacher_disagreement_score":0.24359302,"about_ca_system_score_codex":0.00029229803,"about_ca_system_score_gemma":0.00011321398,"threshold_uncertainty_score":0.59677905},"labels":[],"label_agreement":null},{"id":"W2128022860","doi":"10.1680/grim.2010.163.3.173","title":"Development of stabilised soils for construction applications","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Papua New Guinea University of Technology","keywords":"California bearing ratio; Lime; Sorptivity; Atterberg limits; Compressive strength; Soil water; Geotechnical engineering; Soil stabilization; Compaction; Cement; Ultimate tensile strength; Environmental science; Shrinkage; Durability; Materials science; Engineering; Composite material; Soil science; Metallurgy","score_opus":0.006973568841764291,"score_gpt":0.1919894847751288,"score_spread":0.18501591593336453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2128022860","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":[0.96135604,0.00002758113,0.03559966,0.00004252313,0.00079146726,0.000883871,0.000030293899,0.00008595586,0.0011826232],"genre_scores_gemma":[0.97706616,0.000010793981,0.022568662,0.0000029766131,0.000043695334,0.00028578346,0.0000022339043,0.000009359257,0.000010338164],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990698,6.1939585e-7,0.0005167627,0.00011017267,0.00017304443,0.00012959131],"domain_scores_gemma":[0.9993842,0.000013891876,0.00018431914,0.000091044494,0.000297796,0.00002874746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016873445,0.00012351444,0.00020561555,0.000075621756,0.00008341095,0.000009163959,0.00017478547,0.0000689258,0.000011356088],"category_scores_gemma":[0.000038707673,0.000100080695,0.000069462956,0.00016349998,0.0002226977,0.00012461722,0.00004609294,0.000084558575,3.3613154e-7],"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":[0.000009972291,0.000031938747,0.000027414437,0.0007275564,0.00005362801,1.4383311e-9,0.00013530119,0.0007864817,0.94820154,0.03847472,0.000022815637,0.0115286065],"study_design_scores_gemma":[0.0003985192,0.00004024378,0.00041706234,0.000046487443,0.000039120583,0.0000015692066,0.00041950925,0.0006603426,0.98923206,0.0018122034,0.006813427,0.00011946506],"about_ca_topic_score_codex":0.0000044112653,"about_ca_topic_score_gemma":0.000013476574,"teacher_disagreement_score":0.041030485,"about_ca_system_score_codex":0.000044640576,"about_ca_system_score_gemma":0.000044728036,"threshold_uncertainty_score":0.40811723},"labels":[],"label_agreement":null},{"id":"W2128534640","doi":"10.5539/esr.v1n2p71","title":"Engineering Properties of Lateritic Soils around Dall Quarry in Sango Area, Ilorin, Nigeria","year":2012,"lang":"en","type":"article","venue":"Earth Science Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Atterberg limits; Geotechnical engineering; Silt; Soil water; Gneiss; Soil test; Migmatite; Geology; Cohesion (chemistry); Void ratio; Shrinkage; Bearing capacity; Soil science; Geomorphology; Geochemistry; Mathematics; Metamorphic rock; Chemistry","score_opus":0.07214835656894229,"score_gpt":0.2852820686169463,"score_spread":0.21313371204800402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2128534640","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":[0.997926,0.00057558896,0.00007974171,0.000039073573,0.0003416059,0.00012764464,0.0000017823668,0.00007296121,0.0008355824],"genre_scores_gemma":[0.99943525,0.00007751025,0.00030731523,0.0000019086308,0.00007785163,0.00003313885,1.66578e-7,0.0000084029125,0.000058444963],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984229,0.000026335198,0.00021459813,0.00014490495,0.00048816702,0.00070310297],"domain_scores_gemma":[0.99954814,0.00003313368,0.000010661604,0.0001910992,0.00010524423,0.000111696136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014890012,0.00008959242,0.00016063644,0.00032483545,0.000099113684,0.000063369334,0.00020955954,0.000039467213,0.000062716455],"category_scores_gemma":[0.00018509882,0.00007509663,0.000020748299,0.0007965012,0.0004767643,0.00040532748,0.0001320024,0.00018793008,0.000059885464],"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":[0.0000054914904,0.000020130488,0.0039840625,0.00014653089,0.000004220526,0.000001678844,0.0005268415,0.0030986548,0.9906239,0.0004681431,0.000013173519,0.0011071537],"study_design_scores_gemma":[0.00029818568,0.00008537227,0.107315965,0.00041164827,0.0000026164864,0.00003198848,0.0015453568,0.012400653,0.8756719,0.00026438205,0.0015593526,0.00041254953],"about_ca_topic_score_codex":0.00006091579,"about_ca_topic_score_gemma":0.000016758982,"teacher_disagreement_score":0.11495199,"about_ca_system_score_codex":0.000039766037,"about_ca_system_score_gemma":0.000042778905,"threshold_uncertainty_score":0.30623516},"labels":[],"label_agreement":null},{"id":"W2134246282","doi":"10.5539/esr.v2n1p52","title":"Geology and Economic Evaluation of Odobola, Ogodo Feldspar Mineral Deposit, Ajaokuta Local Government Area, Kogi State, Nigeria","year":2012,"lang":"en","type":"article","venue":"Earth Science Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pegmatite; Feldspar; Geology; Albite; Geochemistry; Tourmaline; Quartz; Orthoclase; Mineral resource classification; Mineralogy","score_opus":0.049645336173672096,"score_gpt":0.31007068006585903,"score_spread":0.2604253438921869,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134246282","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":[0.9966578,0.00047898176,0.0005544765,0.00004726293,0.00026455763,0.00017047138,0.000007000915,0.00002437584,0.001795083],"genre_scores_gemma":[0.9994019,0.00009367444,0.00035387417,0.0000030029069,0.00004889081,0.000021476273,5.499474e-7,0.0000049220175,0.000071684386],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9983432,0.000082261744,0.0001854348,0.00017107934,0.00073037116,0.0004876094],"domain_scores_gemma":[0.9995218,0.00005839583,0.000021839036,0.00015758845,0.000113282134,0.00012710369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002886816,0.000077535624,0.00013663183,0.00008372732,0.00016081578,0.000041207277,0.0001504822,0.0000380798,0.0001886076],"category_scores_gemma":[0.00008481298,0.00006753502,0.00001578175,0.00017734402,0.00095032237,0.00024491447,0.00017508077,0.000114554874,0.000042825694],"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":[0.000058433623,0.00006813963,0.2170144,0.000110854155,0.000050458035,0.0000017273358,0.00075433194,0.05249843,0.64857155,0.00077871874,0.000629286,0.07946367],"study_design_scores_gemma":[0.00047928758,0.0001600261,0.7607209,0.00002528769,0.000008132794,0.000034667915,0.00071331253,0.060561936,0.17566316,0.0007209341,0.00069016154,0.00022216194],"about_ca_topic_score_codex":0.00016819025,"about_ca_topic_score_gemma":0.00014158046,"teacher_disagreement_score":0.54370654,"about_ca_system_score_codex":0.00012530251,"about_ca_system_score_gemma":0.00006357785,"threshold_uncertainty_score":0.35015026},"labels":[],"label_agreement":null},{"id":"W2140458756","doi":"10.1139/t00-048","title":"Field static load tests on drilled shaft founded on or socketed into rock","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Extensometer; Geotechnical engineering; Load testing; Pile; Strain gauge; Bearing capacity; Foundation (evidence); Structural engineering; Engineering; Geology; Structural load; Dynamic load testing; Bearing (navigation); Rock mass classification; Load bearing","score_opus":0.010155699348141202,"score_gpt":0.22077108526536782,"score_spread":0.21061538591722662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2140458756","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":[0.9674611,0.00027843798,0.0020548063,0.012686227,0.0024554657,0.0006922432,0.00004383437,0.0011787753,0.013149091],"genre_scores_gemma":[0.99631584,0.00020135485,0.00026105135,0.0019622922,0.00029333145,0.000019031257,0.0000022483375,0.000035646273,0.0009091808],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99841285,0.000044099874,0.00044017637,0.00021427865,0.00030800354,0.00058057706],"domain_scores_gemma":[0.99881244,0.00016667097,0.000038529724,0.00025899228,0.00007098247,0.00065239205],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00016753624,0.00026313055,0.00032810977,0.00017083171,0.00034518883,0.00012384914,0.00029376347,0.00026866936,0.0063223583],"category_scores_gemma":[0.0002540135,0.00020900484,0.000115984905,0.00023773122,0.000045035733,0.000075144984,0.000015789929,0.00081247184,0.0007738333],"study_design_candidate":"not_applicable","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":[0.00090111117,0.00012380187,0.000067508445,0.0001205715,0.0003878214,0.0013194388,0.0002628302,0.29871777,0.0022019781,0.0007891317,0.17624198,0.51886606],"study_design_scores_gemma":[0.0058262367,0.0071824556,0.0051723653,0.0014769711,0.00024335338,0.0030830384,0.0004013731,0.052023083,0.0046642465,0.03253891,0.88392746,0.0034605043],"about_ca_topic_score_codex":0.0016356279,"about_ca_topic_score_gemma":0.0067521925,"teacher_disagreement_score":0.7076855,"about_ca_system_score_codex":0.0005541127,"about_ca_system_score_gemma":0.0002551485,"threshold_uncertainty_score":0.994632},"labels":[],"label_agreement":null},{"id":"W2150549460","doi":"10.1139/t99-130","title":"The prediction of groundborne vibration from percussive piling","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Hammer; Vibration; Ground vibrations; Structural engineering; Engineering; Magnitude (astronomy); Geotechnical engineering; Forensic engineering; Acoustics","score_opus":0.006471109817369134,"score_gpt":0.1659519763944746,"score_spread":0.15948086657710545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150549460","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":[0.9820273,0.0022999004,0.008584708,0.0022783133,0.0018046303,0.00024499735,0.00023522097,0.00030055342,0.0022244055],"genre_scores_gemma":[0.9985878,0.000877764,0.00016536139,0.000039691073,0.00024599087,0.0000061272945,0.000006273328,0.0000116562,0.00005932382],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99920344,0.000026669166,0.00033869557,0.00008282876,0.00011537275,0.00023297915],"domain_scores_gemma":[0.99957407,0.0000480937,0.000034093788,0.00013137887,0.00005457255,0.00015782106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012244991,0.000094836854,0.00012755774,0.000050050752,0.00035104674,0.00007519324,0.00016216464,0.00010821741,0.0007730477],"category_scores_gemma":[0.00003599805,0.00006899898,0.000065796055,0.00011379796,0.00011075216,0.00010754281,0.0000075456987,0.0002990509,0.000035149173],"study_design_candidate":"not_applicable","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":[0.00006834995,0.000025814863,0.000332289,0.000028155193,0.00036149778,0.000046243298,0.00026306752,0.293916,0.056336224,0.0014003824,0.013722964,0.633499],"study_design_scores_gemma":[0.002516615,0.00052777224,0.12371466,0.0006339307,0.0003719336,0.0015384147,0.0015770192,0.15688525,0.024738364,0.053188406,0.6329047,0.0014029003],"about_ca_topic_score_codex":0.002337912,"about_ca_topic_score_gemma":0.0014269869,"teacher_disagreement_score":0.6320961,"about_ca_system_score_codex":0.000118031145,"about_ca_system_score_gemma":0.00006831534,"threshold_uncertainty_score":0.846433},"labels":[],"label_agreement":null},{"id":"W2153165521","doi":"10.5539/jgg.v5n2p99","title":"Important Properties of Clay Content of Lateritic Soils for Engineering Project","year":2013,"lang":"en","type":"article","venue":"Journal of Geography and Geology","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Kaolinite; Soil water; Clay minerals; Illite; Muscovite; Biotite; Geology; Quartz; Cohesion (chemistry); Petrography; Parent rock; Schist; Mineralogy; Geochemistry; Soil science; Metamorphic rock; Chemistry","score_opus":0.014944455769501496,"score_gpt":0.1838564270598324,"score_spread":0.16891197129033092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2153165521","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":[0.9959935,0.0030847257,0.0004408046,0.00008098515,0.00024052951,0.00013027179,0.0000036154315,0.0000110740075,0.000014527473],"genre_scores_gemma":[0.99840635,0.00059673766,0.0009354052,0.0000062619424,0.000032705408,0.000014241127,2.0638629e-7,0.0000046556816,0.0000034116213],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99932337,0.000007591917,0.0004668981,0.000041549614,0.000045752273,0.00011484424],"domain_scores_gemma":[0.9996205,0.000021085161,0.00012514606,0.000041837135,0.00016910734,0.0000223307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000105076935,0.00007435234,0.00030698493,0.00014079371,0.000014194736,0.0000047279855,0.000047719812,0.000051866227,0.000010164485],"category_scores_gemma":[0.000024887038,0.00005134823,0.00009718356,0.000047517595,0.00009907612,0.0000590546,0.000014851722,0.000053716096,1.1186496e-7],"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":[0.00008504025,0.00004204087,0.026379768,0.0011884886,0.00050432753,0.0000023176278,0.00019183233,0.00096428173,0.9670247,0.00062792335,0.00007450566,0.0029147908],"study_design_scores_gemma":[0.0039585014,0.003537227,0.3484782,0.00094108976,0.00042882646,0.0009571647,0.001547836,0.005976208,0.6245141,0.0069262288,0.002000251,0.00073439605],"about_ca_topic_score_codex":0.000034985016,"about_ca_topic_score_gemma":0.0000011637487,"teacher_disagreement_score":0.3425106,"about_ca_system_score_codex":0.0000017104729,"about_ca_system_score_gemma":0.0000063424045,"threshold_uncertainty_score":0.20939201},"labels":[],"label_agreement":null},{"id":"W2163129082","doi":"10.1002/cae.10044","title":"Geotechnical Virtual Laboratory. I. Permeability","year":2003,"lang":"en","type":"article","venue":"Computer Applications in Engineering Education","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"University of Alberta","keywords":"Permeability (electromagnetism); Geotechnical engineering; Virtual Laboratory; Engineering; Civil engineering; Computer science; Work (physics); Mechanical engineering; Multimedia","score_opus":0.004120618564854317,"score_gpt":0.2010514954295603,"score_spread":0.19693087686470598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2163129082","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39668638,0.00027340092,0.6002771,0.00004180005,0.0010438195,0.0003920766,0.000005305758,0.0008188132,0.00046128765],"genre_scores_gemma":[0.985589,0.000028963383,0.013695985,0.000015672495,0.00011950902,0.000509081,0.000009644578,0.000018851752,0.000013237141],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993506,0.000014078705,0.00023023208,0.00018012928,0.00006774705,0.00015722393],"domain_scores_gemma":[0.9995833,0.000038724975,0.000014488713,0.00026709918,0.000047217858,0.00004918234],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011228801,0.0001281913,0.00012756734,0.000105015126,0.000038647133,0.000025595096,0.00011244864,0.00007793105,0.0000197312],"category_scores_gemma":[0.000019561914,0.00014001083,0.000027275684,0.0003728675,0.000027011069,0.000070184484,0.000017697128,0.00014084192,0.000024372213],"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":[0.000001374373,0.00032106639,0.0021855307,0.00029106688,0.000027069585,3.028534e-7,0.00020460616,0.8208062,0.007784051,0.14064741,0.001144394,0.026586909],"study_design_scores_gemma":[0.0008720563,0.000106842956,0.11987873,0.00021220639,0.00005313947,0.000049358,0.00040256025,0.29757854,0.020567449,0.007346103,0.55072564,0.00220739],"about_ca_topic_score_codex":0.0000016856901,"about_ca_topic_score_gemma":7.5837784e-7,"teacher_disagreement_score":0.58890265,"about_ca_system_score_codex":0.00010615659,"about_ca_system_score_gemma":0.00003900645,"threshold_uncertainty_score":0.5709476},"labels":[],"label_agreement":null},{"id":"W2172656646","doi":"10.1139/cgj-2013-0177","title":"Engineering properties and microstructural characteristics of cement-stabilized zinc-contaminated kaolin","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":357,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Cementation (geology); Materials science; Zinc; Cement; Porosimetry; Compressive strength; Scanning electron microscope; Pozzolan; Mineralogy; Composite material; Metallurgy; Porosity; Chemistry; Portland cement; Porous medium","score_opus":0.008160262276329688,"score_gpt":0.15702075103963523,"score_spread":0.14886048876330554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2172656646","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":[0.99822104,0.00039336178,0.00040098847,0.00027853364,0.0003704286,0.00017858732,0.00002488333,0.00009652265,0.00003568001],"genre_scores_gemma":[0.99914265,0.00016643509,0.0005073308,0.000038280454,0.00008011736,0.000015074304,0.0000026181044,0.000021173657,0.000026303991],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9989507,0.000015670863,0.0004509198,0.00011168301,0.000100649995,0.00037033847],"domain_scores_gemma":[0.999347,0.000017484039,0.00005479382,0.000116155905,0.0001226733,0.00034191014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001034056,0.00017223119,0.00030622,0.00014734684,0.000098174336,0.00008818074,0.000117785654,0.00012982845,0.0003316071],"category_scores_gemma":[0.00008206385,0.00014564997,0.000053216296,0.00010006084,0.00013039538,0.00012833437,0.00003705554,0.00031291373,0.000015630721],"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":[0.00002068692,0.000013432325,0.0010305807,0.00033512615,0.00020092101,0.00004847713,0.0001803647,0.0036195654,0.94423985,0.0004169762,0.0010430884,0.048850954],"study_design_scores_gemma":[0.006297865,0.00078846276,0.52830374,0.0018532509,0.0004806339,0.00888688,0.0015153749,0.19647984,0.18212804,0.0034687612,0.06503479,0.0047623394],"about_ca_topic_score_codex":0.0017275051,"about_ca_topic_score_gemma":0.00018169168,"teacher_disagreement_score":0.7621118,"about_ca_system_score_codex":0.0001018324,"about_ca_system_score_gemma":0.000050786995,"threshold_uncertainty_score":0.59394336},"labels":[],"label_agreement":null},{"id":"W2186405984","doi":"10.2973/odp.proc.sr.167.244.2000","title":"Data Report: Correction of index properties and the meters composite depth scale using elastic properties of Leg 167 sediments","year":2000,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical and construction materials studies","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":"Dalhousie University","funders":"","keywords":"Consolidation (business); Porosity; Void ratio; Void (composites); Materials science; Geotechnical engineering; Composite number; Composite material; Mineralogy; Geology","score_opus":0.04579928879817888,"score_gpt":0.20465285733220773,"score_spread":0.15885356853402885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2186405984","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":[0.6863892,0.01819121,0.005164664,0.00012136888,0.0061377427,0.0029602782,0.00027136863,0.0008385708,0.27992558],"genre_scores_gemma":[0.989706,0.00059430924,0.00023228394,0.00000628358,0.000055760607,0.000004960045,0.000013872047,0.000033384546,0.009353179],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989421,0.0000151969625,0.0005414156,0.00020832133,0.00018967944,0.00010333527],"domain_scores_gemma":[0.99937046,0.00001655865,0.00015823924,0.00037429848,0.00005969631,0.00002075074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012399962,0.00021453381,0.0004792885,0.000069765556,0.000066984,0.000021877606,0.0001485917,0.00011249027,0.000047468522],"category_scores_gemma":[0.000010168295,0.0001262145,0.000058637426,0.00002249639,0.00050060375,0.00009797926,0.00018727056,0.00012831623,0.0000018313475],"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":[0.0044045155,0.00015782512,0.0015379863,0.011183295,0.012529327,0.000060474038,0.0024991937,0.31722042,0.507467,0.002050529,0.0017421251,0.13914733],"study_design_scores_gemma":[0.0068601393,0.00047992053,0.0013304033,0.015643531,0.0066076717,0.0030802947,0.001511177,0.60210574,0.3179262,0.0037271387,0.03630789,0.0044199126],"about_ca_topic_score_codex":0.00022552017,"about_ca_topic_score_gemma":0.00005541278,"teacher_disagreement_score":0.30331674,"about_ca_system_score_codex":0.000017554012,"about_ca_system_score_gemma":0.000015145542,"threshold_uncertainty_score":0.5146878},"labels":[],"label_agreement":null},{"id":"W2229069289","doi":"","title":"Extended Abstract: Kaolinized Sandstone of the Whitemud Formation, Southern Saskatchewan: A Potential Source of Meta-Kaolin for High-Performance Concrete","year":2006,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology; Mining engineering; Geochemistry; Archaeology; Geotechnical engineering; Geography","score_opus":0.007393940565089045,"score_gpt":0.1774004677040112,"score_spread":0.17000652713892214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2229069289","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":[0.98405033,0.00015985877,0.014587191,0.00010504363,0.00021556343,0.0002914119,0.000083726125,0.00012769048,0.00037917634],"genre_scores_gemma":[0.997338,0.0000105415165,0.0019514803,0.000012680475,0.00007148267,0.000052382755,0.000008403507,0.000016547508,0.0005384557],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989688,0.000011395317,0.0005975702,0.00009684072,0.00015743359,0.00016800713],"domain_scores_gemma":[0.9994537,0.000037544338,0.00016721924,0.00019218757,0.00013174111,0.00001757539],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015665163,0.00014876886,0.00040781742,0.000036814945,0.00007134085,0.00001029306,0.00014248113,0.00007726728,0.00016518268],"category_scores_gemma":[0.000010877273,0.00009382431,0.00017356072,0.00010073504,0.000109208355,0.00008095809,0.000036084264,0.000059916398,0.0000057380603],"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":[0.00027988304,0.00003867305,0.00014531532,0.0012640336,0.0011596293,2.8889747e-7,0.00086968194,0.12101337,0.868552,0.0012140165,0.0015432367,0.0039198296],"study_design_scores_gemma":[0.001943501,0.000061198516,0.0050482075,0.00003992379,0.0007139426,0.000011576392,0.0012334168,0.009919036,0.97804826,0.0020642017,0.00061362144,0.00030312713],"about_ca_topic_score_codex":0.00021403427,"about_ca_topic_score_gemma":0.000043172335,"teacher_disagreement_score":0.11109434,"about_ca_system_score_codex":0.000009171184,"about_ca_system_score_gemma":0.000012977636,"threshold_uncertainty_score":0.38260442},"labels":[],"label_agreement":null},{"id":"W2249489601","doi":"10.22219/jmts.v13i1.2538","title":"PENGARUH PEMBERIAN JUMLAH DAN RASIO (L/d) SERAT BENDRAT TERHADAP SIFAT MEKANIK BETON","year":2015,"lang":"en","type":"article","venue":"Jurnal Media Teknik Sipil","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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 science; Ultimate tensile strength; Fiber; Compressive strength; Composite material; Cement; Shear strength (soil); Cylinder; Fiber type; Mathematics; Environmental science","score_opus":0.02284198038647827,"score_gpt":0.2060136149971414,"score_spread":0.18317163461066313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2249489601","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":[0.9704646,0.0010297182,0.00029798606,0.0010108661,0.0077506853,0.000272777,0.000035452835,0.0010824146,0.018055517],"genre_scores_gemma":[0.99707115,0.00012891213,0.0009327202,0.00011932093,0.0013271633,0.000044996505,0.000024978986,0.00006414846,0.0002866307],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981571,0.000061208215,0.00049577595,0.00029696382,0.00047294048,0.0005160166],"domain_scores_gemma":[0.9989229,0.0001089745,0.000072433926,0.00031685477,0.00013370691,0.00044515255],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00025998437,0.00036453785,0.0004760492,0.00010615426,0.00015048776,0.00012401228,0.00029315558,0.00018629768,0.0001969347],"category_scores_gemma":[0.00021880928,0.00031318708,0.00011628381,0.00021539733,0.00012781346,0.00026852233,0.00013544982,0.00039154172,0.00026046386],"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":[0.00052760774,0.0004850989,0.0070274896,0.0009066201,0.0011187711,0.0006411341,0.010043772,0.015467479,0.649768,0.009512277,0.22013317,0.08436855],"study_design_scores_gemma":[0.0070209024,0.00082096,0.013850009,0.0005342569,0.00050615094,0.0012197944,0.012382763,0.0064843893,0.2922975,0.007305096,0.6536756,0.003902521],"about_ca_topic_score_codex":0.000017041091,"about_ca_topic_score_gemma":0.000095292424,"teacher_disagreement_score":0.43354246,"about_ca_system_score_codex":0.00012699558,"about_ca_system_score_gemma":0.000053728596,"threshold_uncertainty_score":0.99993205},"labels":[],"label_agreement":null},{"id":"W2259062574","doi":"10.5539/res.v8n1p157","title":"Evaluation of the Reduction of Tsunami Damages Based on Local Wisdom Contermeasures in Indonesia","year":2016,"lang":"en","type":"article","venue":"Review of European Studies","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Direktorat Jenderal Pendidikan Tinggi; Universitas Brawijaya","keywords":"Damages; Countermeasure; Reduction (mathematics); Hazard; Civil engineering; Geology; Environmental science; Geography; Socioeconomics; Business; Geotechnical engineering; Engineering; Mathematics; Law; Political science; Economics; Ecology","score_opus":0.04383095027820735,"score_gpt":0.2790408525898613,"score_spread":0.23520990231165392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2259062574","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":[0.82036805,0.17103541,0.00035771207,0.0007177835,0.00062539167,0.0007723516,0.000021207767,0.000053944656,0.0060481224],"genre_scores_gemma":[0.9658662,0.034062546,0.000020241672,0.00001095128,0.000017896735,0.0000102961785,1.993885e-7,0.0000074477707,0.0000042310494],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9986637,0.00047111345,0.0004294516,0.00008172855,0.00029211197,0.000061842286],"domain_scores_gemma":[0.9992978,0.000058371872,0.00014226514,0.00018636404,0.00030839286,0.000006816387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001506522,0.00008776926,0.00033023427,0.000039707502,0.000016301243,8.21164e-7,0.00008885176,0.00001073809,0.00000901046],"category_scores_gemma":[0.00035995396,0.000044836936,0.000068866546,0.00012531322,0.00026151916,0.000027298189,0.00004028458,0.00003161571,0.0000023519008],"study_design_candidate":"design_other","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":[0.00006961669,0.00016463127,0.003427786,0.022707148,0.0005585089,0.0000013039989,0.00031381656,0.010110587,0.107789144,0.0009262479,0.0020689003,0.8518623],"study_design_scores_gemma":[0.0041635754,0.0004889772,0.6708428,0.17288445,0.0013389176,0.000010599433,0.0011664878,0.0010113695,0.14410686,0.000753591,0.0025724045,0.00065990526],"about_ca_topic_score_codex":0.0000016417546,"about_ca_topic_score_gemma":0.0000018649544,"teacher_disagreement_score":0.8512024,"about_ca_system_score_codex":0.000032660973,"about_ca_system_score_gemma":0.000009938536,"threshold_uncertainty_score":0.18283972},"labels":[],"label_agreement":null},{"id":"W2267838527","doi":"","title":"Comportement et étude des graves-émulsion Coopération public-privé : Mûrissement et évolution temporelle des propriétés de l'enrobé et des caractéristiques du liant","year":2012,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Geotechnical and construction materials studies","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":"Colas (Canada)","funders":"","keywords":"Political science; Art; Philosophy","score_opus":0.02943710742718259,"score_gpt":0.25246997640904006,"score_spread":0.22303286898185748,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2267838527","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":[0.5938038,0.005146241,0.3792706,0.009074622,0.0005327335,0.001014741,0.000112276415,0.0006562489,0.010388717],"genre_scores_gemma":[0.8418709,0.016658427,0.1394437,0.00007420717,0.00006231667,0.00034100798,0.00073321245,0.000086080676,0.0007301595],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9897132,0.006681171,0.0012997809,0.0008258236,0.00059688656,0.0008831376],"domain_scores_gemma":[0.9940807,0.000682428,0.0007368076,0.0012591212,0.0028221763,0.00041875595],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.010384993,0.0007435554,0.000723911,0.00023531076,0.0011027631,0.0007521715,0.00078282505,0.00046678408,0.0003409166],"category_scores_gemma":[0.0013818699,0.00076764054,0.0003087797,0.00042279277,0.0009744996,0.0006488087,0.0014687742,0.0008344701,0.0000689044],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000092328904,0.003600289,0.11039551,0.0032960332,0.0009418627,0.00001443821,0.04818755,0.009386251,0.16711813,0.5650686,0.0014970527,0.09040197],"study_design_scores_gemma":[0.0018486114,0.00001241661,0.6343157,0.009385559,0.00049271586,0.00015184243,0.001836463,0.0289471,0.23354754,0.043077752,0.04394669,0.0024376034],"about_ca_topic_score_codex":0.007436082,"about_ca_topic_score_gemma":0.02013606,"teacher_disagreement_score":0.5239202,"about_ca_system_score_codex":0.0008846897,"about_ca_system_score_gemma":0.00033950355,"threshold_uncertainty_score":0.99947745},"labels":[],"label_agreement":null},{"id":"W2278121940","doi":"10.5539/esr.v5n1p67","title":"Geo Polymerization of Kaolin and Metakaolin Incorporating NaOH and High Calcium Ash","year":2016,"lang":"en","type":"article","venue":"Earth Science Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Metakaolin; Compressive strength; Materials science; Polymerization; Nuclear chemistry; Portland cement; Efflorescence; Mineralogy; Chemistry; Composite material; Cement; Polymer","score_opus":0.040291021273420206,"score_gpt":0.3022344763408741,"score_spread":0.26194345506745387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2278121940","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":[0.99678606,0.00022219685,0.002121552,0.00028036957,0.00008556728,0.0000795841,0.0000061101664,0.000039918315,0.00037861572],"genre_scores_gemma":[0.99848324,0.00012907069,0.0012586229,0.0000024660371,0.000032394575,0.0000059343733,1.8834757e-7,0.0000040558807,0.00008401246],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990977,0.000032790624,0.0001390802,0.00015714686,0.00033902843,0.00023423567],"domain_scores_gemma":[0.9996117,0.000074630036,0.00001864306,0.00009988013,0.00011953526,0.00007564794],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009088398,0.000053393444,0.000104117404,0.00016723188,0.00018037163,0.000044400258,0.000093556824,0.000027258486,0.000029389306],"category_scores_gemma":[0.00018384277,0.000035428795,0.000007019907,0.00047244897,0.0011327817,0.00019030106,0.0001483106,0.000061119004,0.000007437954],"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":[0.000002663934,0.0000023059065,0.0012206462,0.000021057898,0.0000025929576,4.4935916e-7,0.000032291908,0.00002812989,0.95922154,0.0035320134,0.000005078137,0.03593126],"study_design_scores_gemma":[0.00023199013,0.000079183745,0.071922116,0.00006456207,0.0000026824669,0.000010019817,0.00012182877,0.0016690404,0.9215812,0.0040210495,0.0001838895,0.000112429],"about_ca_topic_score_codex":0.0000661665,"about_ca_topic_score_gemma":0.000008962093,"teacher_disagreement_score":0.070701465,"about_ca_system_score_codex":0.000007053979,"about_ca_system_score_gemma":0.000035399516,"threshold_uncertainty_score":0.41737816},"labels":[],"label_agreement":null},{"id":"W2312246738","doi":"10.1061/40552(301)32","title":"Accelerated Reconstruction of I-15 through Salt Lake County, Utah, USA","year":2001,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Salt lake; Subgrade; Silt; Geology; Levee; Schedule; Civil engineering; Mining engineering; Geotechnical engineering; Archaeology; Hydrology (agriculture); Engineering; Geography; Structural basin; Geomorphology; Management","score_opus":0.02516062381767412,"score_gpt":0.22759699937635958,"score_spread":0.20243637555868546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312246738","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":[0.9489944,0.00008662268,0.0027984667,0.00007628693,0.00079276564,0.00008781697,0.000024293804,0.00037102494,0.0467683],"genre_scores_gemma":[0.99721634,0.0005479585,0.0016416725,0.00003133975,0.000077665005,0.0000097104885,0.0000046650002,0.000010913416,0.00045972655],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99940205,0.000008912791,0.0002569711,0.00010134634,0.00008735728,0.00014335205],"domain_scores_gemma":[0.9997534,0.000013031344,0.000030373283,0.00011180715,0.000069151996,0.000022200766],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000042484022,0.000103559425,0.0001787628,0.00002927687,0.000042610496,0.000016270833,0.00006327887,0.000070642935,0.0034362513],"category_scores_gemma":[0.000008904904,0.00008857055,0.000035682206,0.00017740125,0.000074267125,0.00013311225,0.000023858744,0.000060940776,0.00010121139],"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":[0.00022211883,0.00022353687,0.046282776,0.0007217584,0.00087804795,0.000032775733,0.0007034137,0.04019631,0.5948742,0.024333399,0.025788326,0.26574335],"study_design_scores_gemma":[0.0037675446,0.00036302357,0.039078888,0.00032670188,0.00021929857,0.0017313323,0.002457581,0.013999349,0.54008317,0.033582207,0.36194053,0.002450382],"about_ca_topic_score_codex":0.00008011677,"about_ca_topic_score_gemma":0.00029467637,"teacher_disagreement_score":0.3361522,"about_ca_system_score_codex":0.000012454913,"about_ca_system_score_gemma":0.0000060851357,"threshold_uncertainty_score":0.99747473},"labels":[],"label_agreement":null},{"id":"W2313105504","doi":"10.1061/40518(294)10","title":"Inclinometer Data Analysis for Remediated Landslides","year":2000,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"McMaster University","keywords":"Inclinometer; Landslide; Consolidation (business); Geology; Geotechnical engineering; Remedial education; Settlement (finance); Expansive; Expansive clay; Remedial action; Civil engineering; Forensic engineering; Environmental remediation; Engineering; Computer science; Soil water","score_opus":0.03840973305931264,"score_gpt":0.23920060900529555,"score_spread":0.2007908759459829,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313105504","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":[0.94658697,0.00021245188,0.036375448,0.00024755154,0.00025761515,0.00018887843,0.00032475992,0.0010390771,0.014767256],"genre_scores_gemma":[0.9935579,0.0001136435,0.0053666723,0.00003144872,0.00006197084,0.000013365044,0.00014096183,0.000005506697,0.00070857594],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99965864,0.0000031571453,0.00011655681,0.00009918151,0.000034090885,0.00008834661],"domain_scores_gemma":[0.9997171,0.000023645816,0.000004735972,0.00022458854,0.000010477194,0.000019462997],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000057609108,0.00005073583,0.00011908951,0.000041979114,0.000028661028,0.000015483436,0.00011250697,0.000024884916,0.0022581422],"category_scores_gemma":[0.000009606079,0.000038690378,0.00003200972,0.00017401608,0.000012609844,0.000050913855,0.000024811268,0.00001717581,0.000054834294],"study_design_candidate":"design_other","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":[0.00019515169,0.00014598653,0.03994398,0.00037072733,0.011463499,0.000006730991,0.00024478568,0.15986855,0.019793715,0.0012440233,0.07942291,0.6872999],"study_design_scores_gemma":[0.0016014653,0.00008715931,0.063968286,0.000013880993,0.0019904957,0.000005974901,0.0001436327,0.3838234,0.0102654975,0.0039242012,0.5330814,0.0010945897],"about_ca_topic_score_codex":0.000011325884,"about_ca_topic_score_gemma":0.000040217405,"teacher_disagreement_score":0.6862053,"about_ca_system_score_codex":0.000003037486,"about_ca_system_score_gemma":0.0000010978388,"threshold_uncertainty_score":0.99865395},"labels":[],"label_agreement":null},{"id":"W2313512323","doi":"10.2118/0204-0053-jpt","title":"Offshore Facilities Construction and Design: Increasing Load-Carrying Capacities of Offshore Foundations in Soft Clays","year":2004,"lang":"en","type":"article","venue":"Journal of Petroleum Technology","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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":"Submarine pipeline; Engineering; Civil engineering; Geology; Geotechnical engineering","score_opus":0.013620569920055049,"score_gpt":0.2114495692996433,"score_spread":0.19782899937958823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313512323","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":[0.960441,0.0013441588,0.037235275,0.0004059512,0.00026435597,0.00004969725,0.0000073857177,0.000086309425,0.00016586197],"genre_scores_gemma":[0.9814105,0.00042250686,0.018107729,0.0000035854275,0.00003711264,0.0000036611539,4.069569e-7,0.000009578594,0.000004905101],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9990453,0.000025113979,0.00052143476,0.000088219356,0.00014278218,0.00017711178],"domain_scores_gemma":[0.99951917,0.00005291091,0.0001629784,0.00009359776,0.00014225105,0.000029085315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002717124,0.00012943342,0.0003880651,0.00042224204,0.000071647206,0.000017045339,0.00010475904,0.00017247876,0.000025849382],"category_scores_gemma":[0.00015019478,0.0001248673,0.000049794915,0.00017384208,0.0006651456,0.00015751296,0.000038550774,0.0002954387,0.0000014242368],"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":[0.00041402443,0.00013820028,0.042959932,0.0010123616,0.00066259084,0.00010545516,0.0051771873,0.27334613,0.5429067,0.028454099,0.00011006265,0.10471324],"study_design_scores_gemma":[0.010792263,0.0021967883,0.026599368,0.0026881993,0.00045749277,0.017241357,0.15774311,0.005453274,0.23533307,0.53358334,0.0059869313,0.0019248311],"about_ca_topic_score_codex":0.00004629006,"about_ca_topic_score_gemma":0.00007593544,"teacher_disagreement_score":0.5051292,"about_ca_system_score_codex":0.00013519064,"about_ca_system_score_gemma":0.00006838747,"threshold_uncertainty_score":0.5091941},"labels":[],"label_agreement":null},{"id":"W2314580102","doi":"10.2113/gseegeosci.19.2.99","title":"2011 AEG Outstanding Student Professional Paper: Comparison of Colluvium, Debris-Flow, and Glacial Deposits Using Sedimentological, Geotechnical, and Geological Properties, Durango, Colorado","year":2013,"lang":"en","type":"article","venue":"Environmental and Engineering Geoscience","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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":"Colluvium; Geology; Mining engineering; Citation; Archaeology; Landslide; Debris flow; Debris; Geomorphology; Library science; Geography; Computer science","score_opus":0.013017840562226532,"score_gpt":0.20159350065670972,"score_spread":0.18857566009448318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314580102","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":[0.9968706,0.00170504,0.0007799372,0.00006186422,0.00018910179,0.0002826353,0.000008041888,0.00009362603,0.000009156962],"genre_scores_gemma":[0.9975958,0.00035660827,0.0019424438,0.000016639424,0.000022151755,0.000040095216,0.0000013591236,0.000009146847,0.000015774862],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9989501,0.00001580601,0.0002967331,0.00026400137,0.00019456582,0.00027876697],"domain_scores_gemma":[0.9997266,0.000029328336,0.000039865736,0.000079036385,0.000005192502,0.00011999089],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000093914736,0.00019710719,0.00029703366,0.000042351305,0.00019323967,0.000045848737,0.00009065625,0.00010496401,0.00006979428],"category_scores_gemma":[0.00000988336,0.00014863104,0.00002094135,0.000049021488,0.00042489122,0.0001806805,0.00027022613,0.00014209903,0.0000037963446],"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":[0.000018301967,0.000112501664,0.056096427,0.00013538214,0.00003302591,0.000004089804,0.00035283426,0.017493634,0.9226365,0.000066122935,0.000031718162,0.003019456],"study_design_scores_gemma":[0.0006046991,0.00028524504,0.75980043,0.000107963504,0.00004549106,0.00011521781,0.0008001568,0.22756529,0.009754319,0.0000479178,0.0003540891,0.00051917724],"about_ca_topic_score_codex":0.000030179363,"about_ca_topic_score_gemma":0.000001727903,"teacher_disagreement_score":0.9128822,"about_ca_system_score_codex":0.000037387224,"about_ca_system_score_gemma":0.0000034351929,"threshold_uncertainty_score":0.6060998},"labels":[],"label_agreement":null},{"id":"W2316803000","doi":"10.1061/40962(325)24","title":"Geotechnical Issues for Closure of Ammonia Soda Ash Waste Ponds","year":2008,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","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":"Golder Associates (Canada)","funders":"","keywords":"Closure (psychology); Slurry; Settlement (finance); Geotechnical engineering; Settling; Environmental science; Compressibility; Bottom ash; Waste management; Water content; Geology; Fly ash; Engineering; Environmental engineering","score_opus":0.014595605503158863,"score_gpt":0.21299947284902776,"score_spread":0.1984038673458689,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316803000","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":[0.9913134,0.00037034645,0.005009306,0.00028583434,0.00029996288,0.0001622501,0.000021110578,0.00050406606,0.0020337098],"genre_scores_gemma":[0.993723,0.00021804462,0.004999398,0.000015380918,0.00010820172,0.000031909738,0.000002640187,0.000014649369,0.0008867897],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99940664,0.000005063464,0.00023645414,0.000101805475,0.00008885766,0.00016119488],"domain_scores_gemma":[0.9997361,0.000025222362,0.000019834273,0.0001368914,0.00005075789,0.00003123041],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000052536172,0.00010389341,0.00022485429,0.000034328146,0.000054859793,0.000004686001,0.00009116008,0.00008981969,0.00009037554],"category_scores_gemma":[0.000019059216,0.00008574249,0.00008332947,0.00007420578,0.00008796647,0.000038948663,0.00003760104,0.000054140066,0.000016333308],"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":[0.00019678398,0.00021304845,0.0027109147,0.0011315497,0.0005753439,0.000017885142,0.00038402973,0.04807588,0.7864009,0.033135567,0.113584384,0.013573693],"study_design_scores_gemma":[0.0017274318,0.00042567603,0.00512153,0.000075286785,0.00008453964,0.00013738348,0.0003835975,0.007993244,0.8764329,0.0077979984,0.09894556,0.00087483966],"about_ca_topic_score_codex":0.000014980392,"about_ca_topic_score_gemma":0.0000057063576,"teacher_disagreement_score":0.090032,"about_ca_system_score_codex":0.000007267204,"about_ca_system_score_gemma":0.000005203124,"threshold_uncertainty_score":0.3496477},"labels":[],"label_agreement":null},{"id":"W2322246364","doi":"10.1061/40867(199)8","title":"The Impacts of Construction Dewatering on Surrounding Structures of a Project Site","year":2006,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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":"Dewatering; Drawdown (hydrology); Phreatic; Environmental science; Human settlement; Limiting; Geotechnical engineering; Geology; Engineering; Aquifer; Groundwater; Waste management","score_opus":0.007231017631506401,"score_gpt":0.20644601916945077,"score_spread":0.19921500153794436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322246364","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":[0.9962726,0.00006959228,0.00039104727,0.0000121727635,0.00030787507,0.00008623986,0.000007442182,0.000097526805,0.0027554622],"genre_scores_gemma":[0.99906343,0.00003779347,0.0008259584,0.0000012420995,0.000040616935,0.0000041425337,0.0000012209906,0.0000068686995,0.000018717292],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994776,0.000011786679,0.00023844335,0.000060342052,0.00009162204,0.00012020927],"domain_scores_gemma":[0.9997734,0.000043763477,0.00004787684,0.000095107556,0.00003145024,0.00000842896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007041763,0.00008130196,0.00013155688,0.00004763135,0.00006190954,0.000016462936,0.00004791258,0.000032098207,0.000012576028],"category_scores_gemma":[0.0000126086625,0.000049319973,0.000037019498,0.000092349546,0.00009740909,0.00003714459,0.000018858065,0.000039603605,0.0000012134722],"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":[0.00004440718,0.000008040978,0.0048665185,0.00019449511,0.00005755968,6.0200625e-7,0.000069131376,0.010637962,0.94305813,0.035330854,0.00019411356,0.005538164],"study_design_scores_gemma":[0.00024568886,0.000066743865,0.020335129,0.00005272934,0.000017180002,0.000024409617,0.00030354699,0.00058517425,0.9717348,0.0058429423,0.0006509863,0.00014066597],"about_ca_topic_score_codex":0.00032061886,"about_ca_topic_score_gemma":0.00006958768,"teacher_disagreement_score":0.029487912,"about_ca_system_score_codex":0.000014293044,"about_ca_system_score_gemma":0.0000054040224,"threshold_uncertainty_score":0.20112102},"labels":[],"label_agreement":null},{"id":"W2335012055","doi":"10.1130/abs/2016ne-272100","title":"APATITE FISSION-TRACK EVIDENCE FOR DIFFERENTIAL EXHUMATION ON A TRANSECT THROUGH THE GRENVILLE PROVINCE (QUEBEC TO NEWFOUNDLAND-LABRADOR) CROSSING THE MANICOUAGAN IMPACT STRUCTURE","year":2016,"lang":"en","type":"article","venue":"Abstracts with programs - Geological Society of America","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fission track dating; Geology; Transect; Apatite; Track (disk drive); Differential (mechanical device); Seismology; Geochemistry; Computer science; Oceanography; Physics","score_opus":0.02542019209881564,"score_gpt":0.2660368772915192,"score_spread":0.24061668519270357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335012055","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":[0.9692833,0.00008598627,0.024883816,0.0042560464,0.000103442886,0.0011614843,0.000032916392,0.00016401672,0.000029025441],"genre_scores_gemma":[0.9949347,0.000059295657,0.004456165,0.00022075894,0.00012484915,0.00013318243,0.000007317388,0.00001876111,0.000045002074],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99860746,0.000042238484,0.00036120502,0.00029467812,0.00028449987,0.00040991703],"domain_scores_gemma":[0.9989447,0.00045999442,0.00016775208,0.00027535172,0.0000842613,0.00006791373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010311305,0.00027944313,0.0003188135,0.000008273637,0.00047057937,0.00014548145,0.00029497882,0.0001268528,0.00017303349],"category_scores_gemma":[0.00006565629,0.00010239814,0.00022075906,0.00015557578,0.0008211855,0.00014721956,0.00004351166,0.0001883916,0.000005796227],"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":[0.0009019362,0.00022353233,0.002015123,0.0003398205,0.00049788196,0.0000021085261,0.0046418104,0.024394186,0.055030312,0.000137487,0.001868584,0.9099472],"study_design_scores_gemma":[0.0039118594,0.009764567,0.91331804,0.002690553,0.00047294341,0.000081692924,0.003287405,0.003710316,0.0181569,0.004764045,0.037654534,0.0021871235],"about_ca_topic_score_codex":0.0018103542,"about_ca_topic_score_gemma":0.00054474606,"teacher_disagreement_score":0.9113029,"about_ca_system_score_codex":0.00007750131,"about_ca_system_score_gemma":0.000042505406,"threshold_uncertainty_score":0.4175675},"labels":[],"label_agreement":null},{"id":"W2335556040","doi":"10.1061/40971(310)81","title":"Egyptian Collapsible Soils and Their Improvement","year":2008,"lang":"en","type":"article","venue":"GeoCongress 2008","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Arid; Soil water; Geology; Geotechnical engineering; Mining engineering; Soil science","score_opus":0.008755334153566212,"score_gpt":0.17220976088108375,"score_spread":0.16345442672751753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335556040","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":[0.9933409,0.0012611292,0.0001970638,0.000109659566,0.0005773557,0.00016409792,0.000023745813,0.00032405605,0.004001976],"genre_scores_gemma":[0.99799097,0.0011083465,0.00017456288,0.000043051692,0.000083682215,0.00005148273,0.0000024191563,0.000013065108,0.0005324324],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994491,0.000006025715,0.00014517285,0.00012594939,0.00006136633,0.00021243011],"domain_scores_gemma":[0.9997527,0.0000125756815,0.000017121776,0.00013126312,0.000027434453,0.00005890997],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000034538523,0.00013025613,0.0001652369,0.000036660003,0.00014692129,0.000017299675,0.00006048079,0.00005076741,0.00012941242],"category_scores_gemma":[0.000005386162,0.00010404722,0.000027674316,0.000066321794,0.00011698843,0.000060469018,0.00005098256,0.000058549518,0.00004473887],"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":[0.00011684523,0.00023192348,0.015583593,0.00096999086,0.0010226066,0.00022493658,0.0034245325,0.014377742,0.39728868,0.003005762,0.1377397,0.42601368],"study_design_scores_gemma":[0.0042267875,0.0005021108,0.04772141,0.00018115636,0.00006339528,0.0010731219,0.001623046,0.011643791,0.52428263,0.005782345,0.40043148,0.0024687313],"about_ca_topic_score_codex":0.00002821427,"about_ca_topic_score_gemma":0.000015998126,"teacher_disagreement_score":0.42354494,"about_ca_system_score_codex":0.000011834162,"about_ca_system_score_gemma":0.000007748933,"threshold_uncertainty_score":0.42429224},"labels":[],"label_agreement":null},{"id":"W2418233820","doi":"10.15760/etd.2871","title":"Metrication in highway design and operations","year":2000,"lang":"en","type":"report","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Transport engineering; Metric (unit); Metric system; Construct (python library); Earthworks; Convention; Notation; Process (computing); Agency (philosophy); Engineering; Computer science; Civil engineering; Engineering management; Operations management; Mathematics; Political science; Sociology; Law","score_opus":0.031443416312731697,"score_gpt":0.23758389277243588,"score_spread":0.20614047645970418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2418233820","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028175633,0.020093502,0.16130891,0.0005807191,0.0039817495,0.0023149946,0.000077169774,0.0032282744,0.78023905],"genre_scores_gemma":[0.8750452,0.07876614,0.0305063,0.000030816675,0.00037718777,0.00045081758,0.0000710586,0.00007733917,0.014675189],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994841,0.00001294365,0.00020843542,0.00011064002,0.00010284177,0.00008098955],"domain_scores_gemma":[0.99983245,0.000021840458,0.000007987791,0.000083991246,0.000035233592,0.000018493689],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001199281,0.00010180672,0.00017889653,0.00016231097,0.00002599822,0.000028373142,0.00003379139,0.000122048994,0.00032081912],"category_scores_gemma":[0.000023303272,0.000087157394,0.000014514325,0.00015214483,0.000017635208,0.000034800196,0.000011608837,0.000086325046,0.000026869364],"study_design_candidate":"not_applicable","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":[0.0000125287725,0.00006856278,0.00022275434,0.0007703685,0.0003001759,0.000018258774,0.00013649583,0.529232,0.0048997905,0.0016133445,0.07977803,0.38294765],"study_design_scores_gemma":[0.0009282861,0.000118558964,0.019368842,0.00039891741,0.0002401374,0.00028596917,0.00010754853,0.055401005,0.01062116,0.0022945385,0.9079105,0.002324515],"about_ca_topic_score_codex":0.00014282977,"about_ca_topic_score_gemma":0.000040264385,"teacher_disagreement_score":0.8468695,"about_ca_system_score_codex":0.00005486771,"about_ca_system_score_gemma":0.000032895226,"threshold_uncertainty_score":0.35541752},"labels":[],"label_agreement":null},{"id":"W2463365906","doi":"","title":"Estimation of subgrade soils mechanical properties and frost sensitivity through the use of simple tests","year":2013,"lang":"en","type":"article","venue":"Proceedings of the international conferences on the bearing capacity of roads, railways and airfields","topic":"Geotechnical and construction materials studies","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":"Université Laval","funders":"","keywords":"Subgrade; Soil water; Geotechnical engineering; Stiffness; Water content; Soil test; Modulus; Frost heaving; Environmental science; Soil science; Geology; Engineering; Materials science; Structural engineering; Composite material","score_opus":0.06164302730890656,"score_gpt":0.20831614457128533,"score_spread":0.14667311726237878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2463365906","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":[0.9974051,0.000022526598,0.00014392482,0.0018840333,0.00008782704,0.00015641043,0.000015454521,0.000014718186,0.0002700111],"genre_scores_gemma":[0.9995589,0.000064891254,0.0002984572,0.000032997697,0.000016385033,0.000008995022,3.4795477e-7,0.0000037489901,0.00001523755],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99937755,0.000009719729,0.00025294934,0.0000862773,0.0002007058,0.00007277825],"domain_scores_gemma":[0.99938047,0.00017664846,0.00016119283,0.00006324945,0.00020672212,0.000011743444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001710107,0.00009100638,0.00018101992,0.000021067519,0.000068801026,0.000043752174,0.00016157335,0.00005298148,0.000014272023],"category_scores_gemma":[0.00030625286,0.00004614664,0.00004388868,0.00004495159,0.00034051153,0.00016681483,0.00013149681,0.00011848336,2.44246e-7],"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":[0.000063622196,0.00006498084,0.0053934036,0.0004678877,0.00028427684,4.6832422e-8,0.0022776432,0.0040039103,0.83173525,0.14694081,0.0006117071,0.008156427],"study_design_scores_gemma":[0.00017338438,0.00010218544,0.024386544,0.00037237562,0.000037366175,0.0000081866265,0.0010564036,0.05361854,0.88454145,0.03550937,0.00007705621,0.00011715177],"about_ca_topic_score_codex":0.0010458592,"about_ca_topic_score_gemma":0.000030841922,"teacher_disagreement_score":0.11143145,"about_ca_system_score_codex":0.0000046363075,"about_ca_system_score_gemma":0.000007056744,"threshold_uncertainty_score":0.18818054},"labels":[],"label_agreement":null},{"id":"W2515185468","doi":"10.5539/jgg.v8n3p42","title":"Geotechnical and Chemical Evaluation of Tropical Red Soils in a Deltaic Environment: Implications for Road Construction","year":2016,"lang":"en","type":"article","venue":"Journal of Geography and Geology","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Atterberg limits; Soil water; Geotechnical engineering; California bearing ratio; Subgrade; Red soil; Geology; Water content; Specific gravity; Environmental science; Soil science; Mineralogy","score_opus":0.010502762349699725,"score_gpt":0.22141463549114201,"score_spread":0.2109118731414423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2515185468","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":[0.99322414,0.0007946294,0.004741714,0.0010307197,0.00007062907,0.0001069094,0.0000063972175,0.000008187216,0.00001668215],"genre_scores_gemma":[0.99751055,0.0010046797,0.0014213289,0.0000055327,0.000034844295,0.000019144985,5.0117114e-7,0.000003055025,3.7404723e-7],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9993697,0.00003192217,0.00035401134,0.00007906691,0.000064531974,0.00010078538],"domain_scores_gemma":[0.9996792,0.000069886984,0.0000939332,0.000054495926,0.000067625755,0.00003485754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002254515,0.00006499522,0.00020680015,0.00013185633,0.000021195377,0.0000028156637,0.00003686295,0.00010442814,0.000014930398],"category_scores_gemma":[0.000060637136,0.000046319074,0.00005317834,0.000047989874,0.00028069713,0.00005131076,0.000018821183,0.00005976819,1.2404787e-7],"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":[0.0002919638,0.00009156372,0.21064886,0.000092949485,0.0002283297,7.5511383e-7,0.00004562944,0.0009692125,0.2319779,0.0061258646,0.000050339477,0.5494766],"study_design_scores_gemma":[0.002044831,0.00019604989,0.9294432,0.000037333637,0.000110120156,0.00026178698,0.000030309373,0.00064024987,0.00323215,0.06361514,0.0002921277,0.00009669184],"about_ca_topic_score_codex":0.0000023613227,"about_ca_topic_score_gemma":0.0000017205211,"teacher_disagreement_score":0.71879435,"about_ca_system_score_codex":0.000010687115,"about_ca_system_score_gemma":0.000007441249,"threshold_uncertainty_score":0.18888369},"labels":[],"label_agreement":null},{"id":"W2588939473","doi":"10.20886/jphh.2008.26.2.138-147","title":"STRUKTUR ANATOMI, SIFAT FISIS DAN MEKANIS KAYlJ KUMEA BATU","year":2008,"lang":"id","type":"article","venue":"Jurnal Penelitian Hasil Hutan","topic":"Geotechnical and construction materials studies","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":"WiLAN (Canada)","funders":"","keywords":"Art","score_opus":0.016864196063527383,"score_gpt":0.20852315457771262,"score_spread":0.19165895851418524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2588939473","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":[0.97192085,0.0030654233,0.00032966517,0.0012837988,0.0033388026,0.0003638945,0.0002721089,0.00061643764,0.018809032],"genre_scores_gemma":[0.9935336,0.0022992806,0.00056895375,0.0002436486,0.0012949365,0.00003172055,0.000022854636,0.00012567922,0.0018793367],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99599475,0.0001444485,0.0011769368,0.0007615439,0.00072899024,0.0011933309],"domain_scores_gemma":[0.99813086,0.000106236505,0.00024226592,0.0007045495,0.0002277806,0.000588281],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00023410753,0.0008174451,0.0010443507,0.00025382655,0.00094875536,0.00024177374,0.00061334914,0.0004636628,0.0020752014],"category_scores_gemma":[0.00012094129,0.0008196952,0.00050566497,0.00051464257,0.0004644797,0.00040050148,0.00028181646,0.00083055533,0.00088215014],"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":[0.0024342767,0.0025948405,0.109292485,0.0066474085,0.010916417,0.014792989,0.013589437,0.015932221,0.43623626,0.024564357,0.16715579,0.19584353],"study_design_scores_gemma":[0.008089843,0.0015772721,0.5006415,0.0015980293,0.0015938298,0.011464021,0.0061431215,0.0039514354,0.09408246,0.004370392,0.35830274,0.008185365],"about_ca_topic_score_codex":0.00031827076,"about_ca_topic_score_gemma":0.00016891616,"teacher_disagreement_score":0.39134902,"about_ca_system_score_codex":0.00029258194,"about_ca_system_score_gemma":0.00013386576,"threshold_uncertainty_score":0.99989575},"labels":[],"label_agreement":null},{"id":"W2607132566","doi":"10.11159/icgre17.106","title":"Uplift Pressure Resistant Approach in Diaphragm Wall Excavation-case Study: Imam Hossein Holy Shrine Development -Karbala- Iraq","year":2017,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Excavation; Diaphragm (acoustics); Ancient history; Geology; Engineering; Geotechnical engineering; History; Electrical engineering","score_opus":0.007361320596381129,"score_gpt":0.18859054608704698,"score_spread":0.18122922549066586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607132566","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":[0.9983912,0.0002475371,0.000006767693,0.000048190304,0.00038550355,0.0004456387,0.000014277644,0.00008883239,0.0003720151],"genre_scores_gemma":[0.998993,0.000057414738,0.0005584142,0.0000066693733,0.000039110877,0.00008927274,0.0000019455601,0.000036042693,0.00021812563],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99870324,0.000003975737,0.00041148017,0.00032811592,0.0002520506,0.00030114496],"domain_scores_gemma":[0.99952716,0.000020456511,0.00014286899,0.00022714268,0.0000111587,0.00007120685],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00011688997,0.00033364803,0.00035840835,0.000123017,0.00032599,0.00013799369,0.0003678073,0.000060612525,0.000016997898],"category_scores_gemma":[0.000019007402,0.00026301816,0.00005123729,0.00008265838,0.00014265043,0.00025681392,0.00031995057,0.00024956686,8.3619796e-7],"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":[0.0004642223,0.0005556505,0.2999826,0.0045163124,0.0017217345,0.00017014702,0.004813609,0.18282303,0.48335403,0.0043414673,0.00052234123,0.016734853],"study_design_scores_gemma":[0.0019901409,0.000096216645,0.93056846,0.00045598403,0.00012396033,0.00018288037,0.0016056524,0.029335838,0.033078317,0.00018153302,0.0013145837,0.001066445],"about_ca_topic_score_codex":0.000041851225,"about_ca_topic_score_gemma":0.000045299115,"teacher_disagreement_score":0.63058585,"about_ca_system_score_codex":0.000060544546,"about_ca_system_score_gemma":0.0000034455827,"threshold_uncertainty_score":0.9999822},"labels":[],"label_agreement":null},{"id":"W2610835192","doi":"10.24843/spektran.2017.v05.i01.p07","title":"ANALISIS PRODUKTIVITAS METODE PELAKSANAAN PENGECORAN BETON READY MIX PADA BALOK DAN PELAT LANTAI GEDUNG","year":2017,"lang":"en","type":"article","venue":"Jurnal Spektran","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":10,"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":"Casting; Lift (data mining); Structural engineering; Engineering; Ground floor; Civil engineering; Materials science; Computer science; Composite material","score_opus":0.017246196109007895,"score_gpt":0.2356641618037829,"score_spread":0.218417965694775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2610835192","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":[0.98287135,0.0004575324,0.00015643246,0.00070445344,0.0010972304,0.00019226028,0.000059176444,0.00032055972,0.014141023],"genre_scores_gemma":[0.99863017,0.0003215306,0.00029251908,0.000022955839,0.00053637737,0.000016000891,0.000015909898,0.00004079833,0.00012371544],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9985776,0.00003672381,0.00036845639,0.00030237582,0.0002788958,0.00043598242],"domain_scores_gemma":[0.9991103,0.000024418321,0.00011383607,0.0005581892,0.000056476823,0.00013682629],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002185269,0.00029069916,0.000425438,0.00008358985,0.0005982062,0.00026665625,0.00041897493,0.00012050491,0.00017002496],"category_scores_gemma":[0.000041027455,0.00025456972,0.00014247496,0.00007382028,0.0001453151,0.00034727796,0.000084871885,0.0003139803,0.00008097507],"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":[0.00041602517,0.0004443698,0.331837,0.0015195158,0.0029852556,0.00072039186,0.001785614,0.0057260785,0.49552116,0.009618877,0.018570775,0.13085492],"study_design_scores_gemma":[0.0016154007,0.00022500653,0.8821341,0.00028115592,0.0005267917,0.00031407343,0.00071096694,0.0011613793,0.071803905,0.0012187257,0.038491014,0.0015175281],"about_ca_topic_score_codex":0.0003014786,"about_ca_topic_score_gemma":0.00060613855,"teacher_disagreement_score":0.550297,"about_ca_system_score_codex":0.00006019056,"about_ca_system_score_gemma":0.000014598551,"threshold_uncertainty_score":0.99999064},"labels":[],"label_agreement":null},{"id":"W2611502944","doi":"10.22219/jmts.v13i2.2555","title":"persamaan empiris waktu getar alami struktur pelat datar beton bertulang berdasarkan hasil analisis vibrasi 3 dimensi","year":2016,"lang":"en","type":"article","venue":"Jurnal Media Teknik Sipil","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":"Reinforced concrete; Structural engineering; Period (music); Cross section (physics); Physics; Engineering","score_opus":0.010139924986817898,"score_gpt":0.18488887938547605,"score_spread":0.17474895439865815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2611502944","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":[0.9932849,0.00075428654,0.00033641883,0.0017497517,0.0020037899,0.0001532453,0.00025663432,0.00058069377,0.0008803084],"genre_scores_gemma":[0.99749035,0.000523864,0.00072415464,0.00011101949,0.0009120811,0.000025479338,0.000032254007,0.00007021963,0.00011059857],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9978782,0.00006398773,0.00055492856,0.00041671484,0.00047596527,0.0006102113],"domain_scores_gemma":[0.99878514,0.00024285306,0.00009989769,0.00048619858,0.00009230348,0.00029362354],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019689107,0.00041635602,0.0005356386,0.00017808334,0.00018975591,0.000079630634,0.0003603745,0.0002061818,0.00058177713],"category_scores_gemma":[0.00017298691,0.00028975998,0.00018020437,0.00022950365,0.00021201282,0.00038573742,0.00017255094,0.00026601861,0.0002901133],"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":[0.00016530642,0.00016875712,0.0422282,0.00039314944,0.001531693,0.0001860778,0.0021366088,0.00072855095,0.73634475,0.0010337771,0.042539448,0.1725437],"study_design_scores_gemma":[0.007689851,0.00064255367,0.39222714,0.0015921129,0.0012891637,0.00061304,0.0045969333,0.0023108353,0.34712267,0.0038061587,0.2328745,0.0052350457],"about_ca_topic_score_codex":0.000060479237,"about_ca_topic_score_gemma":0.00010951124,"teacher_disagreement_score":0.38922206,"about_ca_system_score_codex":0.00011258288,"about_ca_system_score_gemma":0.000029751389,"threshold_uncertainty_score":0.9999555},"labels":[],"label_agreement":null},{"id":"W2611648139","doi":"10.29103/tj.v5i2.14","title":"KUAT TEKAN BETON POLIMER BERBAHAN ABU VULKANIK GUNUNG SINABUNG DAN RESIN EPOKSI","year":2021,"lang":"id","type":"article","venue":"Teras Jurnal Jurnal Teknik Sipil","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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 science; Chemistry; Waste management; Engineering","score_opus":0.01209913588018177,"score_gpt":0.22713895965975903,"score_spread":0.21503982377957725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2611648139","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":[0.9590448,0.012492428,0.0003187414,0.003085762,0.005519277,0.0003775103,0.00013383733,0.00066226965,0.01836534],"genre_scores_gemma":[0.98205566,0.0035087157,0.0011155993,0.0005231985,0.0034285083,0.000036103054,0.000055765533,0.00024257052,0.009033874],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9935982,0.00040416507,0.001971746,0.0010905904,0.0011486532,0.0017866088],"domain_scores_gemma":[0.99698067,0.00022283278,0.00049314887,0.00095508597,0.00057801494,0.00077024964],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005773631,0.0012085397,0.0015124575,0.0003913466,0.0010160144,0.0008827427,0.0007380045,0.0006042393,0.0011297327],"category_scores_gemma":[0.00022172843,0.0012122525,0.0007302129,0.0009571531,0.0004084476,0.000647671,0.00064719404,0.0017511164,0.000746221],"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":[0.00041105042,0.00071101374,0.011799924,0.001294643,0.0023638718,0.0031362856,0.0015155377,0.0010834708,0.9158888,0.0033117288,0.011433966,0.04704974],"study_design_scores_gemma":[0.0066241757,0.001153622,0.17069429,0.0054938854,0.002703924,0.011511933,0.0043623145,0.0009934918,0.441084,0.0031038783,0.34585834,0.0064161653],"about_ca_topic_score_codex":0.00014389389,"about_ca_topic_score_gemma":0.00015306768,"teacher_disagreement_score":0.4748048,"about_ca_system_score_codex":0.000530574,"about_ca_system_score_gemma":0.0003525973,"threshold_uncertainty_score":0.9997834},"labels":[],"label_agreement":null},{"id":"W2614346032","doi":"10.1061/9780784480595.025","title":"How Should You Be Designing Your Permeable Pavements? New ASCE Standard","year":2017,"lang":"en","type":"article","venue":"World Environmental and Water Resources Congress 2017","topic":"Geotechnical and construction materials studies","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":"Golder Associates (Canada)","funders":"","keywords":"Subgrade; Geotechnical engineering; Infiltration (HVAC); Subbase; Rut; Civil engineering; Engineering; Base course; Aggregate (composite); Pavement engineering; Durability; Pervious concrete; Stiffness; Environmental science; Structural engineering; Asphalt; Cement; Computer science; Materials science","score_opus":0.030285990056579195,"score_gpt":0.21781541901457221,"score_spread":0.18752942895799302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2614346032","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":[0.9923521,0.0007745202,0.00016067782,0.0023173222,0.0005999525,0.00019969662,0.00006362589,0.00015635873,0.0033757214],"genre_scores_gemma":[0.97248083,0.00035632116,0.00023457668,0.00008048387,0.00015116924,0.000018549697,0.000010849709,0.000030105679,0.026637094],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99894243,0.000015904017,0.00016555046,0.00027864706,0.00021496882,0.0003825003],"domain_scores_gemma":[0.9994028,0.000006698662,0.00005480868,0.0003806013,0.0000031563382,0.00015191153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000085404194,0.00026036554,0.00027348028,0.00004929862,0.0007461376,0.000625016,0.0002757986,0.000063146326,0.0003117902],"category_scores_gemma":[0.0000036306192,0.00018901887,0.00005747083,0.000008255721,0.0003195937,0.0003031758,0.0003306385,0.00013815529,0.00003970116],"study_design_candidate":"not_applicable","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":[0.00040983415,0.00011408604,0.09248031,0.00043460017,0.0010804256,0.00025702114,0.004793969,0.002872156,0.71407914,0.00018448533,0.03606995,0.14722401],"study_design_scores_gemma":[0.0010505818,0.00006255049,0.011555029,0.000066278815,0.00006964759,0.000023949298,0.00039500045,0.000289235,0.14023104,0.00040191412,0.8453089,0.0005458937],"about_ca_topic_score_codex":0.000039156883,"about_ca_topic_score_gemma":0.000030796895,"teacher_disagreement_score":0.8092389,"about_ca_system_score_codex":0.00003446893,"about_ca_system_score_gemma":0.0000012995988,"threshold_uncertainty_score":0.7707966},"labels":[],"label_agreement":null},{"id":"W2614371657","doi":"10.29103/tj.v3i1.43","title":"ANALISA DAYA DUKUNG PONDASI DENGAN METODA SPT, CPT, DAN MEYERHOF PADA LOKASI RENCANA KONSTRUKSI PLTU NAGAN RAYA PROVINSI ACEH","year":2016,"lang":"id","type":"article","venue":"Teras Jurnal Jurnal Teknik Sipil","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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":"Physics","score_opus":0.012151899239069619,"score_gpt":0.21628206372958006,"score_spread":0.20413016449051044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2614371657","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":[0.9781719,0.003848094,0.00097570807,0.0030394082,0.0054244054,0.00083941926,0.0003599971,0.0009129731,0.006428118],"genre_scores_gemma":[0.9881055,0.0027238491,0.0009084616,0.0003192586,0.0029329606,0.000067382476,0.000025050356,0.00026992135,0.0046476303],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99175495,0.00054617686,0.0025314707,0.0014052525,0.0015714944,0.0021906456],"domain_scores_gemma":[0.99570423,0.0004245386,0.00092093844,0.0012588887,0.0005678951,0.0011234968],"candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0010678491,0.001687511,0.001980553,0.00068975467,0.0010885901,0.0007359182,0.0014168941,0.00070831506,0.0007290941],"category_scores_gemma":[0.00044171957,0.0012810543,0.00083161396,0.0009799268,0.00086415326,0.0012404871,0.0007140482,0.0015349427,0.00050513423],"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":[0.0007764848,0.0004958193,0.012198825,0.0009066775,0.0028443804,0.0009548849,0.0009913581,0.00022883528,0.8133298,0.003146636,0.008864371,0.1552619],"study_design_scores_gemma":[0.011191562,0.0020823828,0.08493888,0.006618437,0.002829033,0.006565188,0.0026840952,0.0003242252,0.47541663,0.002278658,0.39770752,0.0073633706],"about_ca_topic_score_codex":0.00025488055,"about_ca_topic_score_gemma":0.00037555405,"teacher_disagreement_score":0.38884315,"about_ca_system_score_codex":0.00083935057,"about_ca_system_score_gemma":0.00048132736,"threshold_uncertainty_score":0.9995872},"labels":[],"label_agreement":null},{"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.910074,0.027898632,0.0045675086,0.0019300833,0.012855185,0.0022828595,0.00046201522,0.0023419796,0.03758772],"genre_scores_gemma":[0.97667146,0.011352572,0.004520351,0.0003823126,0.0023630487,0.00009171852,0.000031686737,0.00039796383,0.0041889073],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9910456,0.00035416806,0.0026824768,0.001740915,0.0015687926,0.0026080797],"domain_scores_gemma":[0.9948323,0.00067794597,0.00087760884,0.0018760888,0.00078902516,0.00094702485],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0013768151,0.001930766,0.0023386616,0.0005717975,0.0016284817,0.00054504763,0.001722788,0.00090999424,0.00072417397],"category_scores_gemma":[0.001201063,0.0018217398,0.0009465498,0.0011933809,0.00047380282,0.00083425903,0.0013206144,0.0021355327,0.00060340104],"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":[0.0024896583,0.0043265247,0.056670904,0.008269431,0.015965082,0.008268205,0.014551448,0.007303127,0.68986565,0.01988764,0.06618871,0.10621362],"study_design_scores_gemma":[0.023359315,0.0053970544,0.14607598,0.010855772,0.012059197,0.0050639114,0.020398535,0.012256729,0.34751812,0.02466047,0.37027448,0.022080429],"about_ca_topic_score_codex":0.001194062,"about_ca_topic_score_gemma":0.0010641486,"teacher_disagreement_score":0.34234753,"about_ca_system_score_codex":0.0006700484,"about_ca_system_score_gemma":0.0002765524,"threshold_uncertainty_score":0.9996713},"labels":[],"label_agreement":null},{"id":"W2619918904","doi":"","title":"Sand Filling Activities-Salinity Monitoring Matang Federal Administrative Centre (FAC) Access Road, Kuching Division, Sarawak (2rd Quarter 2004)","year":2004,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Division (mathematics); Geography; Archaeology; Mathematics","score_opus":0.02524611935055359,"score_gpt":0.26934178351902993,"score_spread":0.24409566416847633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2619918904","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":[0.9789026,0.00016880399,0.01454059,0.00022734916,0.0013436743,0.00018538644,0.000033813925,0.0007669881,0.003830827],"genre_scores_gemma":[0.9980936,0.00005751268,0.0013528676,0.000022032355,0.00030648327,0.000017424012,0.000007880325,0.000030186991,0.00011202963],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99861974,0.0000297106,0.00039109038,0.00029292624,0.00022575936,0.0004408054],"domain_scores_gemma":[0.9995254,0.000054750304,0.000059878956,0.00019653367,0.000045462602,0.00011791896],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00010219143,0.00030676313,0.00034051732,0.00006873348,0.00037526575,0.00039277304,0.00020188784,0.00011915794,0.00024667257],"category_scores_gemma":[0.000024422035,0.00026932862,0.000097708165,0.00013753732,0.00005920608,0.00061365665,0.00010448002,0.00025780118,0.000040920895],"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":[0.00038833465,0.0007389134,0.1496118,0.0017956555,0.0020173355,0.00030186988,0.012471885,0.5633017,0.15896866,0.002496504,0.0054443325,0.102463044],"study_design_scores_gemma":[0.005469286,0.00031158616,0.14132473,0.0016274138,0.00016204303,0.00018516586,0.022720365,0.005100932,0.8058977,0.011008228,0.0019800493,0.0042125206],"about_ca_topic_score_codex":0.00020976091,"about_ca_topic_score_gemma":0.000048064157,"teacher_disagreement_score":0.646929,"about_ca_system_score_codex":0.00011743681,"about_ca_system_score_gemma":0.000026632188,"threshold_uncertainty_score":0.9999759},"labels":[],"label_agreement":null},{"id":"W2621084182","doi":"","title":"Perencanaan Geometrik Simpang Susun Double Trumpet Pada Jalan Tol Jakarta – Serpong Berdasarkan Transportation Association Of Canada Geometric Design Guide 2007","year":2017,"lang":"id","type":"article","venue":"REKA RACANA","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Geometric design; Mathematics; Physics; Geometry; Engineering","score_opus":0.014182870946171084,"score_gpt":0.21935947899623504,"score_spread":0.20517660805006396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2621084182","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":[0.97995937,0.0012524961,0.002016572,0.0013138746,0.0037604563,0.0009823947,0.00077906897,0.00015821881,0.0097775245],"genre_scores_gemma":[0.9905707,0.00055480556,0.0003905037,0.000026128737,0.00030288406,0.00003491758,0.0000840733,0.000058917405,0.007977052],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9964944,0.000092520575,0.0011556527,0.000472264,0.00089601026,0.0008891245],"domain_scores_gemma":[0.99731934,0.0002844992,0.0009889016,0.0007058981,0.00041085624,0.00029047436],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0009555588,0.0004670814,0.0008900729,0.00042779912,0.00079087616,0.0001828725,0.0005697531,0.00036967057,0.0010374857],"category_scores_gemma":[0.0006061748,0.00050479814,0.00017775671,0.0006796282,0.00008075287,0.0003561337,0.000052392974,0.00038088745,0.000020451862],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012574904,0.00052939105,0.4037553,0.005089977,0.007378771,0.00033143794,0.0018280672,0.0945592,0.041673057,0.0016934283,0.3731128,0.068791084],"study_design_scores_gemma":[0.0044760695,0.00034294647,0.879698,0.00041249715,0.0010199675,0.000016522374,0.0012246352,0.0031836824,0.049538333,0.00020754353,0.058027487,0.0018523346],"about_ca_topic_score_codex":0.64593726,"about_ca_topic_score_gemma":0.6243929,"teacher_disagreement_score":0.47594267,"about_ca_system_score_codex":0.001177252,"about_ca_system_score_gemma":0.000641178,"threshold_uncertainty_score":0.9998757},"labels":[],"label_agreement":null},{"id":"W2622108279","doi":"","title":"Characterisation of a lateritic soil using laboratory and in-situ tests","year":2016,"lang":"en","type":"article","venue":"UWA Profiles and Research Repository (University of Western Australia)","topic":"Geotechnical and construction materials studies","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":"Arup Group (Canada)","funders":"","keywords":"Environmental science; In situ; Geology; Soil science; Chemistry","score_opus":0.04772530762056759,"score_gpt":0.27020610156447866,"score_spread":0.22248079394391107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2622108279","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":[0.9996464,0.00006195957,0.000021879043,0.000057716905,0.000049388927,0.00008628254,0.0000127587455,0.00001801983,0.000045590845],"genre_scores_gemma":[0.9994246,0.00021160426,0.000114192604,3.8725688e-7,0.000016606089,4.3122296e-7,4.4764758e-7,0.0000042380757,0.00022752416],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99948275,0.000053689007,0.000106314634,0.000109437475,0.00011604206,0.00013177743],"domain_scores_gemma":[0.9997359,0.000030096591,0.000031781616,0.000076656506,0.000083019266,0.000042557018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014137285,0.000057679987,0.00014205847,0.0000961226,0.00006682174,0.000011131606,0.00005388232,0.0000649127,0.000006304334],"category_scores_gemma":[0.000006391408,0.000050953193,0.000013134419,0.00008275092,0.00032417607,0.00015997139,0.00006969442,0.00006223319,0.0000011181934],"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":[0.000022187067,0.000009067425,0.056063876,0.00026361126,0.000012806079,0.000012587428,0.00016793142,0.000005534357,0.9429064,0.000020658512,0.0000051921293,0.0005101497],"study_design_scores_gemma":[0.0003336084,0.000056125966,0.6605278,0.0003343431,0.000008668107,0.000016642956,0.00057813036,0.00004842492,0.33789465,0.000052189847,0.0000642754,0.00008513025],"about_ca_topic_score_codex":0.00014590436,"about_ca_topic_score_gemma":0.000018906592,"teacher_disagreement_score":0.60501176,"about_ca_system_score_codex":0.000022105318,"about_ca_system_score_gemma":0.000012122146,"threshold_uncertainty_score":0.20778109},"labels":[],"label_agreement":null},{"id":"W2623416557","doi":"10.5614/jts.2007.14.2.1","title":"Pengaruh Strength Reduction Tanah Clay-Shale Akibat Pelaksanaan Pemboran Terhadap Nilai Daya Dukung Pondasi Tiang di Jembatan Suramadu Berdasarkan Analisis Hasil Tes OC","year":2010,"lang":"id","type":"article","venue":"Jurnal Teknik Sipil","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":6,"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":"Physics; Forestry; Humanities","score_opus":0.00885872697405055,"score_gpt":0.21963009961937818,"score_spread":0.21077137264532764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2623416557","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":[0.9780446,0.0017966096,0.00012262502,0.0018601215,0.007700127,0.00054801133,0.00029609693,0.0008265244,0.00880525],"genre_scores_gemma":[0.9928549,0.0010102107,0.00085455587,0.000043791617,0.0029164671,0.00005039763,0.00013295378,0.00020903845,0.001927711],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9945502,0.0002401523,0.0016066842,0.0011671156,0.0009946969,0.0014411283],"domain_scores_gemma":[0.9969515,0.00024210234,0.00054483087,0.0011241089,0.00044577362,0.00069163844],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00069840887,0.0011848818,0.001314836,0.00050415035,0.0012420643,0.0008179006,0.0008427337,0.00076441007,0.0018549266],"category_scores_gemma":[0.00040605522,0.0011665842,0.0005977607,0.0009777601,0.0006406928,0.0009194912,0.00037963063,0.0021912528,0.00028405414],"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":[0.00028687934,0.00065721123,0.017315831,0.0008629911,0.0013155318,0.00024202664,0.0013369533,0.00069175847,0.9271678,0.0017199949,0.011433163,0.036969896],"study_design_scores_gemma":[0.00934344,0.002036083,0.3993025,0.002562948,0.00414812,0.005371637,0.018325213,0.008094476,0.36545134,0.002265748,0.17233433,0.010764167],"about_ca_topic_score_codex":0.0004260234,"about_ca_topic_score_gemma":0.0005253393,"teacher_disagreement_score":0.56171644,"about_ca_system_score_codex":0.0002731655,"about_ca_system_score_gemma":0.00017984943,"threshold_uncertainty_score":0.9990784},"labels":[],"label_agreement":null},{"id":"W2712497078","doi":"10.29103/tj.v2i4.50","title":"BETON STRUKTURAL MENGGUNAKAN AGREGAT PASIR - BATU ALAM","year":2016,"lang":"id","type":"article","venue":"Teras Jurnal Jurnal Teknik Sipil","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":"Hotel Dieu Hospital","funders":"","keywords":"Physics; Materials science; Horticulture; Biology","score_opus":0.010481818994318902,"score_gpt":0.21103466978079724,"score_spread":0.20055285078647833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2712497078","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":[0.9794303,0.0036655813,0.0005411641,0.0030158237,0.006455276,0.00037147553,0.00020871236,0.0007046143,0.005607034],"genre_scores_gemma":[0.9874223,0.004045218,0.00034419674,0.00017541488,0.0027890832,0.000031552623,0.000008919136,0.00013633065,0.005046987],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9952772,0.00020397488,0.0014460406,0.0007503388,0.0008886002,0.0014338153],"domain_scores_gemma":[0.99783236,0.00024631483,0.00040373762,0.0006345564,0.0002640189,0.0006190346],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00041811806,0.001004231,0.0011140244,0.00029883365,0.0005471605,0.00035854935,0.00073371123,0.0004539975,0.0016996802],"category_scores_gemma":[0.00012554058,0.0006913066,0.0005632896,0.00034425702,0.00044421403,0.00071174954,0.00037829048,0.00085559645,0.0015498833],"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":[0.0005240475,0.00026696737,0.007990984,0.0005201727,0.0016475993,0.00040116717,0.0005983025,0.00014885668,0.6882706,0.0023307642,0.010974141,0.28632638],"study_design_scores_gemma":[0.011105283,0.0020722956,0.14956418,0.005509201,0.0014175947,0.0038470381,0.0009531116,0.00027823588,0.3089896,0.006805166,0.5034013,0.006057031],"about_ca_topic_score_codex":0.000038808696,"about_ca_topic_score_gemma":0.00003104342,"teacher_disagreement_score":0.4924271,"about_ca_system_score_codex":0.00039115685,"about_ca_system_score_gemma":0.000109808934,"threshold_uncertainty_score":0.9995538},"labels":[],"label_agreement":null},{"id":"W2736083629","doi":"10.20527/infotek.v13i2.1835","title":"PERENCANAAN STRUKTUR PERKERASAN LANDAS PACU BANDAR UDARA SYAMSUDIN NOOR – BANJARMASIN","year":2016,"lang":"id","type":"article","venue":"","topic":"Geotechnical and construction materials studies","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":"Physics; Mathematics; Engineering; Humanities; Art","score_opus":0.008857712185784022,"score_gpt":0.1950093227470716,"score_spread":0.1861516105612876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2736083629","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":[0.9254308,0.0014899655,0.004217336,0.0072812475,0.004541498,0.0005442474,0.00056600955,0.0013490256,0.054579917],"genre_scores_gemma":[0.9838081,0.0008931284,0.0005734116,0.00009585857,0.00056125305,0.000029324847,0.0000057685284,0.00006358447,0.01396959],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9976682,0.00007831947,0.00060846435,0.00052588974,0.00034707965,0.00077203836],"domain_scores_gemma":[0.99895996,0.0001054284,0.00008388767,0.00044710955,0.0001301435,0.0002734971],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00019527687,0.00053578534,0.000628401,0.00011545633,0.00027185917,0.00013450145,0.00029279606,0.0002735008,0.0155920675],"category_scores_gemma":[0.000082909384,0.0003421875,0.00017527513,0.0001934212,0.0002491088,0.00020525309,0.00018607425,0.00021145477,0.0018377668],"study_design_candidate":"not_applicable","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":[0.0004638001,0.0003086576,0.017723268,0.0012816833,0.002169542,0.0002451009,0.0012267745,0.00017887593,0.5886693,0.022319628,0.101857506,0.26355585],"study_design_scores_gemma":[0.0076350216,0.0009761473,0.08662428,0.0014235647,0.000657465,0.0004334424,0.0018861801,0.00056934415,0.15702647,0.0031344541,0.73530054,0.004333102],"about_ca_topic_score_codex":0.0003182197,"about_ca_topic_score_gemma":0.00030392848,"teacher_disagreement_score":0.633443,"about_ca_system_score_codex":0.00014322395,"about_ca_system_score_gemma":0.00006772145,"threshold_uncertainty_score":0.999903},"labels":[],"label_agreement":null},{"id":"W2782719199","doi":"10.1007/s12665-017-7199-z","title":"Study of compressive loading capacities of helical piles using torque method and induced settlements","year":2018,"lang":"en","type":"article","venue":"Environmental Earth Sciences","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pile; Torque; Settlement (finance); Geotechnical engineering; Structural engineering; Load testing; Compression (physics); Test data; Engineering; Geology; Computer science; Materials science; Composite material","score_opus":0.03609495052039266,"score_gpt":0.268013642205824,"score_spread":0.23191869168543136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2782719199","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":[0.99926937,0.00005459743,0.00030717824,0.000003106415,0.00011857747,0.000090208014,0.000011171316,0.0000127334,0.00013303291],"genre_scores_gemma":[0.99732214,0.0000105766585,0.0026331882,0.000003343427,0.000021976062,0.0000024070512,2.0701205e-7,0.0000026892083,0.000003458682],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945545,0.000029746992,0.00016249936,0.00010833236,0.00014894323,0.000095043295],"domain_scores_gemma":[0.9998582,0.000024156156,0.000043072872,0.000050054223,0.0000032169353,0.000021311827],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011086707,0.00006765495,0.00013736985,0.000037021186,0.00011008995,0.000007968277,0.00006416608,0.000018583334,0.000068023306],"category_scores_gemma":[0.000004160141,0.000055981665,0.000011615853,0.000051300605,0.00082773605,0.000080670696,0.00007941634,0.000029057439,0.0000012014693],"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":[0.0000040112027,0.000041738844,0.015623432,0.000015346692,0.000027347267,4.422359e-7,0.0025081055,0.0011935997,0.9793799,0.000049378472,0.0000014002204,0.0011553201],"study_design_scores_gemma":[0.00036643478,0.0007091478,0.07263237,0.000043062282,0.000025220006,0.000012037414,0.027987096,0.003986895,0.8938177,0.00021848305,0.00003939428,0.0001621548],"about_ca_topic_score_codex":0.00004000015,"about_ca_topic_score_gemma":0.0000120432505,"teacher_disagreement_score":0.08556218,"about_ca_system_score_codex":0.0000045824113,"about_ca_system_score_gemma":0.000002310875,"threshold_uncertainty_score":0.30498278},"labels":[],"label_agreement":null},{"id":"W2786283824","doi":"10.21776/ub.pengairan.2017.008.02.9","title":"ANALISA POTENSI SEDIMEN DEBRIS DI DAS KONTO PASCA ERUPSI GUNUNG KELUD 2014","year":2017,"lang":"id","type":"article","venue":"Jurnal Teknik Pengairan","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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":"Physics; Forestry; Geography","score_opus":0.016569874164723886,"score_gpt":0.25553329343049536,"score_spread":0.23896341926577147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2786283824","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":[0.9516437,0.005875416,0.0004633214,0.0055346293,0.007959191,0.0006822438,0.00021270386,0.00072503317,0.026903758],"genre_scores_gemma":[0.9908124,0.0028999161,0.00045896627,0.00017057854,0.0021609764,0.00003353566,0.000017239527,0.000115594834,0.0033307832],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.996488,0.00019656238,0.00095853553,0.00070135185,0.0006230238,0.00103258],"domain_scores_gemma":[0.99735355,0.00012387702,0.0004713276,0.0013886421,0.00022747835,0.00043513987],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0007839126,0.0007447429,0.0010444884,0.00016452654,0.0020593386,0.0009582999,0.0010448209,0.0004261862,0.00069896795],"category_scores_gemma":[0.0003423981,0.0007004384,0.0004742419,0.00011039539,0.00044062524,0.0006658773,0.0006013796,0.00090059655,0.001374532],"study_design_candidate":"not_applicable","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":[0.0014762905,0.00092906464,0.046566855,0.0029806742,0.0058780485,0.0017337626,0.0030757412,0.006251932,0.4544663,0.0032876383,0.25244364,0.22091006],"study_design_scores_gemma":[0.004502927,0.00051730935,0.5573323,0.0012623178,0.0011883989,0.00055660337,0.0011775997,0.0029850844,0.03325403,0.0013151958,0.39256442,0.0033438236],"about_ca_topic_score_codex":0.00081789034,"about_ca_topic_score_gemma":0.00033330556,"teacher_disagreement_score":0.51076543,"about_ca_system_score_codex":0.00017863091,"about_ca_system_score_gemma":0.00006990827,"threshold_uncertainty_score":0.9995447},"labels":[],"label_agreement":null},{"id":"W2792726447","doi":"10.29103/tj.v7i2.134","title":"STUDI KOMPARASI BASE SHEAR PADA GEDUNG MENGGUNAKAN BASE ISOLATOR DAN NON BASE ISOLATOR","year":2018,"lang":"id","type":"article","venue":"Teras Jurnal Jurnal Teknik Sipil","topic":"Geotechnical and construction materials studies","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":"WiLAN (Canada)","funders":"","keywords":"Isolator; Physics; Structural engineering; Base (topology); Electrical engineering; Engineering; Mathematics","score_opus":0.014725491026200506,"score_gpt":0.23778714339835194,"score_spread":0.22306165237215145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792726447","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":[0.9811924,0.0025241184,0.0026209145,0.001370011,0.0074469238,0.00085317495,0.00025247835,0.00074613455,0.002993862],"genre_scores_gemma":[0.9887046,0.0009692071,0.0019613116,0.0006810955,0.0059910966,0.00008393222,0.000022028056,0.0002779608,0.001308743],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99243164,0.00040569878,0.0023572298,0.0013883883,0.0012981881,0.0021188646],"domain_scores_gemma":[0.9958096,0.00027932107,0.00065325014,0.0012359535,0.0006843795,0.0013374661],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0011535988,0.0016324326,0.0018956596,0.0005567862,0.0015562167,0.00071882526,0.0010365335,0.0005837013,0.0018575457],"category_scores_gemma":[0.0002250051,0.0015294766,0.0007550966,0.0009095072,0.0007826751,0.0009622172,0.0006481842,0.0018882696,0.0020068246],"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":[0.0023163203,0.0018525945,0.014724139,0.0018425492,0.0035976344,0.0013746807,0.0032854301,0.001151897,0.90856236,0.00084517227,0.03658772,0.023859499],"study_design_scores_gemma":[0.024118172,0.010519784,0.114565216,0.0077127977,0.0052565923,0.0054377713,0.007865635,0.03985675,0.4900792,0.0012021491,0.2789623,0.014423641],"about_ca_topic_score_codex":0.00016846092,"about_ca_topic_score_gemma":0.00010318146,"teacher_disagreement_score":0.4184832,"about_ca_system_score_codex":0.00055172574,"about_ca_system_score_gemma":0.0003362961,"threshold_uncertainty_score":0.99974364},"labels":[],"label_agreement":null},{"id":"W2795196697","doi":"","title":"Geometric Design Guide for Canadian Roads: Chapter 8 - Access","year":2017,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geometric design; Computer science; Geography; Transport engineering; Engineering","score_opus":0.05584521835295339,"score_gpt":0.2670450894947941,"score_spread":0.21119987114184072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795196697","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.053064343,0.00047304961,0.60716283,0.002911323,0.0045088017,0.0013375813,0.00008079547,0.0010706431,0.32939062],"genre_scores_gemma":[0.99413997,0.000051646344,0.004444252,0.000058503552,0.00008465848,0.000049771686,7.49376e-7,0.0000106098305,0.0011598151],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99961096,0.0000015203742,0.000096935124,0.00007924762,0.000034977573,0.0001763714],"domain_scores_gemma":[0.9996729,0.000014603318,0.000014447416,0.00019011699,0.000032951317,0.00007501522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000071684495,0.00006857997,0.00009094534,0.000095654395,0.00028180622,0.00016477804,0.0002380892,0.000037743728,0.00037830483],"category_scores_gemma":[0.00006256111,0.00005765715,0.000026348354,0.00002602463,0.00002543223,0.00013153195,0.000033283486,0.000021413545,0.000050295563],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036079044,0.000023170536,0.0062325946,0.00030024973,0.00055868743,0.00002364027,0.00008423377,0.03894543,0.011130937,0.054288995,0.17286152,0.7155145],"study_design_scores_gemma":[0.0010067828,0.00008457888,0.08013039,0.00003527833,0.000063310785,0.000020907068,0.000054697677,0.012916763,0.04864007,0.011589648,0.8444418,0.001015788],"about_ca_topic_score_codex":0.015716033,"about_ca_topic_score_gemma":0.017949285,"teacher_disagreement_score":0.9410756,"about_ca_system_score_codex":0.000021766517,"about_ca_system_score_gemma":0.000009241604,"threshold_uncertainty_score":0.99997056},"labels":[],"label_agreement":null},{"id":"W2796776125","doi":"10.25105/jetri.v13i2.497","title":"ANALISIS PENAMBAHAN LARUTAN BENTONIT DAN GARAM UNTUK MEMPERBAIKI TAHANAN PENTANAHAN ELEKTRODA PLAT BAJA DAN BATANG","year":2016,"lang":"id","type":"article","venue":"JETri Jurnal Ilmiah Teknik Elektro","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Ohm; Nuclear chemistry; Chemistry","score_opus":0.010316120019127514,"score_gpt":0.21591887014667183,"score_spread":0.2056027501275443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2796776125","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":[0.9771596,0.0051807384,0.001020035,0.0031349007,0.0044538626,0.0010652479,0.0007017082,0.0011686266,0.0061152824],"genre_scores_gemma":[0.9896448,0.0045968504,0.00041086244,0.00022462654,0.0020335277,0.00009986983,0.00007602104,0.00031017687,0.0026032175],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9916372,0.00036370233,0.0022062468,0.0016041,0.0015963987,0.0025924025],"domain_scores_gemma":[0.9958395,0.00040230757,0.00069726893,0.0015198344,0.0004205084,0.0011206239],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0007998235,0.0016601692,0.0020102283,0.0008713723,0.0011056624,0.0006716876,0.0014751685,0.0008239348,0.0017204792],"category_scores_gemma":[0.00039559638,0.0013238252,0.00096752134,0.0015483431,0.00060735614,0.00086744694,0.0007138162,0.0011550515,0.00084775273],"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":[0.00072296907,0.0005309154,0.020339578,0.0008856884,0.0030429843,0.00072020816,0.0005100891,0.00026865824,0.91172117,0.007399646,0.015040107,0.038818005],"study_design_scores_gemma":[0.015226711,0.0033134283,0.09232396,0.0044838116,0.0037058287,0.0025772133,0.006887151,0.0011833316,0.4873013,0.001837281,0.3711078,0.010052232],"about_ca_topic_score_codex":0.0004903414,"about_ca_topic_score_gemma":0.00060229586,"teacher_disagreement_score":0.42441988,"about_ca_system_score_codex":0.001164256,"about_ca_system_score_gemma":0.00020473497,"threshold_uncertainty_score":0.9999302},"labels":[],"label_agreement":null},{"id":"W2802058427","doi":"10.5539/esr.v7n2p42","title":"Mineralogical, Chemical, Geotechnical and Mechanical Investigations of Bafang Lateritic Fine Soils Formed on Basalts (West-Cameroon) for Road Embankment Purpose","year":2018,"lang":"en","type":"article","venue":"Earth Science Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Kaolinite; Gibbsite; Laterite; Illite; Geology; Montmorillonite; Goethite; Clay minerals; Ilmenite; Silt; Soil water; Plagioclase; Facies; Geotechnical engineering; Quartz; Hematite; Mineralogy; Materials science; Soil science; Metallurgy; Composite material; Geomorphology; Chemistry; Nickel","score_opus":0.06500711953902742,"score_gpt":0.32715367086802977,"score_spread":0.26214655132900233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802058427","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":[0.997299,0.00003917156,0.00085342,0.0007544275,0.00013277859,0.00045299713,0.0000198825,0.00010373941,0.00034457014],"genre_scores_gemma":[0.99504757,0.000037365186,0.0045959214,0.00003121137,0.00010296705,0.00013095526,0.0000028066356,0.00001008523,0.000041089883],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998156,0.000033928598,0.00031017332,0.0003471594,0.0005688799,0.00058385433],"domain_scores_gemma":[0.9990187,0.0001754945,0.000024562103,0.00025882307,0.00030541062,0.00021700327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011713308,0.000125171,0.00022718059,0.000195221,0.0003347064,0.00008582897,0.00029498717,0.000090640555,0.00009025305],"category_scores_gemma":[0.00087356527,0.000099315424,0.000039741783,0.00061777094,0.0021260777,0.00014186616,0.000216096,0.00019635732,0.000031589236],"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":[0.000027704822,0.000041060935,0.000016137428,0.00006938061,0.000006841822,8.692473e-7,0.000037969785,0.000095954594,0.98138756,0.008385679,0.00025314107,0.009677724],"study_design_scores_gemma":[0.0006305676,0.0011564319,0.005822242,0.00017606652,0.000009629192,0.00001768285,0.0000806428,0.03052366,0.94661653,0.013276646,0.0014087139,0.00028120584],"about_ca_topic_score_codex":0.000016300728,"about_ca_topic_score_gemma":0.000012972855,"teacher_disagreement_score":0.034771025,"about_ca_system_score_codex":0.000029648882,"about_ca_system_score_gemma":0.00007204938,"threshold_uncertainty_score":0.78336215},"labels":[],"label_agreement":null},{"id":"W2892585399","doi":"10.7492/ijaec.2018.002","title":"Examining Three Resins, for Consolidating Nummulitic Limestone, Applied at Restricted Levels of Concentrations","year":2018,"lang":"en","type":"article","venue":"International Journal of Architecture Engineering and Construction","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geology; Environmental science","score_opus":0.01339488911478835,"score_gpt":0.2153492270692875,"score_spread":0.20195433795449916,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2892585399","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":[0.87419957,0.00012619517,0.12382832,0.00006707951,0.0014074164,0.00010220511,0.000035018715,0.000055043394,0.00017915433],"genre_scores_gemma":[0.966234,0.000029840663,0.033235133,0.000006527046,0.0004682487,0.0000065084573,0.0000028300217,0.00001255627,0.000004311901],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992099,0.0000072217676,0.0004236569,0.000087178145,0.00015556498,0.000116517615],"domain_scores_gemma":[0.99935246,0.00013548147,0.00014930399,0.000059715603,0.0002611584,0.000041887462],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000082642684,0.00011423294,0.0001930602,0.00016555896,0.000061326726,0.000024347219,0.00010014962,0.00005847861,0.000015328294],"category_scores_gemma":[0.00010515917,0.00010665397,0.00004264166,0.000076131524,0.00014550073,0.00005830835,0.000029110046,0.00011327076,5.0530235e-7],"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":[0.00033626216,0.0000152423845,0.00075799174,0.00011582956,0.00053890684,0.0000042126667,0.00048196552,0.052629415,0.8713926,0.0100293765,0.000058045796,0.06364017],"study_design_scores_gemma":[0.011687713,0.0011182958,0.04475619,0.0013106789,0.00041071035,0.00529492,0.0010141968,0.044407897,0.86811906,0.014068091,0.006545241,0.0012670193],"about_ca_topic_score_codex":0.000001536825,"about_ca_topic_score_gemma":0.0000029853256,"teacher_disagreement_score":0.09203448,"about_ca_system_score_codex":0.00004066489,"about_ca_system_score_gemma":0.000021654187,"threshold_uncertainty_score":0.43492228},"labels":[],"label_agreement":null},{"id":"W2903103212","doi":"","title":"PERENCANAAN DAYA DUKUNG PONDASI TIANG PANCANG DENGAN METODE FORMULA DINAMIS ( STUDI KASUS PADA PEMBANGUNAN JEMBATAN KRUENG CUT-BANDA ACEH)","year":2018,"lang":"id","type":"article","venue":"Electronic theses and dissertations (Syiah Kuala University)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Physics; Humanities; Forestry; Geography; Philosophy","score_opus":0.005936239026756862,"score_gpt":0.19857484876547757,"score_spread":0.1926386097387207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903103212","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":[0.9862198,0.0021391627,0.00084065006,0.00041232718,0.00042462777,0.00047845242,0.00006880396,0.0003082018,0.009107939],"genre_scores_gemma":[0.9894451,0.0015928107,0.00016140412,0.00002106188,0.00018845743,0.000009084478,0.000045942747,0.000061358194,0.008474802],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"qualitative","domain_scores_codex":[0.99745464,0.0001384453,0.00041044207,0.00063957804,0.0002728119,0.0010841081],"domain_scores_gemma":[0.99865717,0.00019525074,0.0001739097,0.00043685673,0.0002664349,0.00027035907],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":[],"category_scores_codex":[0.00019006467,0.00055908115,0.00059540477,0.00040312225,0.0015982848,0.00020507141,0.00040255027,0.00021808544,0.00028342285],"category_scores_gemma":[0.0001130346,0.00057521526,0.0001859369,0.00094863446,0.00033726648,0.00049634423,0.0001852847,0.00043608824,0.000046447483],"study_design_candidate":"theoretical_or_conceptual","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":[0.0013653758,0.0008809018,0.01648575,0.0013694572,0.0068399906,0.00040768678,0.03348352,0.000854302,0.16690391,0.72456586,0.0009673271,0.045875896],"study_design_scores_gemma":[0.011770139,0.0053148903,0.170274,0.0021592523,0.007828856,0.0005462228,0.36446884,0.0076781353,0.11592961,0.009390387,0.2949489,0.009690775],"about_ca_topic_score_codex":0.0010188923,"about_ca_topic_score_gemma":0.014499522,"teacher_disagreement_score":0.7151755,"about_ca_system_score_codex":0.0003796542,"about_ca_system_score_gemma":0.0002543797,"threshold_uncertainty_score":0.9997015},"labels":[],"label_agreement":null},{"id":"W2910744664","doi":"10.4095/224224","title":"Principaux résultats d'un levé électromagnétique à dimension temporelle réalisé dans la région de Chibougamau-Chapais, au Québec","year":2007,"lang":"en","type":"report","venue":"","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":true,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Geology","score_opus":0.012768112065662158,"score_gpt":0.23919949790045258,"score_spread":0.22643138583479042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910744664","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":[0.6795009,0.0017166502,0.015446972,0.00039175726,0.0021910297,0.00073925575,0.00006129214,0.003195909,0.29675624],"genre_scores_gemma":[0.9860109,0.0039699287,0.0028343345,0.000050387778,0.00077278906,0.000115539384,0.00011065117,0.00019967982,0.0059357835],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99722797,0.0000743768,0.00085558346,0.000519885,0.00058429147,0.00073792395],"domain_scores_gemma":[0.99880046,0.00012919416,0.00017469455,0.00048123734,0.00020293966,0.00021146465],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008502647,0.0006513193,0.00078490574,0.00020562617,0.0002657731,0.000055527922,0.00024551043,0.0008243578,0.00016668806],"category_scores_gemma":[0.00014891714,0.00056127144,0.00026548564,0.00020528572,0.00017626784,0.000075212716,0.00020292576,0.0006792819,0.00007067816],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00058876956,0.0014288169,0.04020859,0.01314191,0.0065869577,0.0033734974,0.011273389,0.039631624,0.60611004,0.014485338,0.15651898,0.10665207],"study_design_scores_gemma":[0.0012908395,0.00036957566,0.028790222,0.001039385,0.0006293099,0.0041207788,0.0008820314,0.0015809042,0.23289467,0.001985978,0.72271836,0.003697921],"about_ca_topic_score_codex":0.05114101,"about_ca_topic_score_gemma":0.030186616,"teacher_disagreement_score":0.5661994,"about_ca_system_score_codex":0.0013511975,"about_ca_system_score_gemma":0.0011215098,"threshold_uncertainty_score":0.99968386},"labels":[],"label_agreement":null},{"id":"W2912137682","doi":"10.25104/warlit.v25i7.746","title":"Analisa Rencana Overlay Landas Pacu Bandar Udara Iskandar Pangkalan Bun, Terhadap Equivalent Single Wheel Load (ESWL) Pesawat Boeing 737-900 ER","year":2019,"lang":"id","type":"article","venue":"Warta Penelitian Perhubungan","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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":"Physics; Humanities; Art","score_opus":0.011295520963370867,"score_gpt":0.2055937256906784,"score_spread":0.19429820472730755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2912137682","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":[0.9552916,0.0068498957,0.00014774989,0.0027141317,0.005322366,0.001195238,0.0008317844,0.00088929536,0.026757913],"genre_scores_gemma":[0.9800349,0.00054201466,0.00028010304,0.00047480405,0.0011401713,0.00005951675,0.00015370698,0.00020308695,0.017111704],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9936391,0.00026403333,0.0014501229,0.0014297833,0.0013213746,0.0018955874],"domain_scores_gemma":[0.997104,0.00014392496,0.00034335308,0.0013868643,0.0003885326,0.0006333314],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000738789,0.001250518,0.001571308,0.00023120674,0.00064368075,0.0006734129,0.0007446791,0.0005945226,0.0066139516],"category_scores_gemma":[0.00011866011,0.001202672,0.00052181404,0.00047942894,0.00035767953,0.000444582,0.0005125599,0.0008589485,0.0016579095],"study_design_candidate":"not_applicable","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":[0.0013194459,0.001977678,0.060806643,0.0097068595,0.0056945467,0.0017403504,0.017464885,0.009308931,0.77266645,0.0038763892,0.08742097,0.028016863],"study_design_scores_gemma":[0.007792056,0.0020449578,0.034304,0.0040895906,0.0016748081,0.0010282526,0.0055251587,0.004257713,0.07000864,0.0008765539,0.86207026,0.0063280165],"about_ca_topic_score_codex":0.0016238302,"about_ca_topic_score_gemma":0.0012992799,"teacher_disagreement_score":0.77464926,"about_ca_system_score_codex":0.00070068607,"about_ca_system_score_gemma":0.00032873702,"threshold_uncertainty_score":0.9991194},"labels":[],"label_agreement":null},{"id":"W2912981739","doi":"10.26760/rekaracana.v4i2.47","title":"Perencanaan Tebal Perkerasan Jalan Logging di Kabupaten Penajam, Kalimantan Timur. (Hal. 47-57))","year":2018,"lang":"id","type":"article","venue":"RekaRacana Jurnal Teknil Sipil","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":"Physics; Forestry; Geography","score_opus":0.014347641053221458,"score_gpt":0.22763254882319592,"score_spread":0.21328490776997447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2912981739","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":[0.9462546,0.0025230343,0.00042691382,0.0014054286,0.0049888734,0.00047116476,0.00019645033,0.0008466648,0.04288685],"genre_scores_gemma":[0.9913102,0.0011843987,0.0002892823,0.00016246003,0.0032499311,0.000038028556,0.00004343829,0.0001679688,0.0035543304],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99483186,0.00022361011,0.0013324934,0.001023521,0.00087671465,0.0017117896],"domain_scores_gemma":[0.99764776,0.00011678786,0.00035940867,0.0008113957,0.00037529448,0.0006893483],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000582517,0.001039162,0.001206624,0.00033599176,0.0011654277,0.00043372763,0.000855114,0.00050905364,0.003085631],"category_scores_gemma":[0.00012858307,0.00097560656,0.00044221253,0.00057609077,0.0007656767,0.0004048887,0.0004624072,0.0010661021,0.0016224709],"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":[0.0022021933,0.0018178932,0.1944722,0.0056544845,0.008956206,0.0028978118,0.010665999,0.0033746555,0.35432622,0.013238624,0.09370224,0.30869147],"study_design_scores_gemma":[0.008121183,0.0034203313,0.6013155,0.0036132236,0.0026952496,0.0039291997,0.0065403,0.021433027,0.024560388,0.00425337,0.31017485,0.0099433875],"about_ca_topic_score_codex":0.0016338393,"about_ca_topic_score_gemma":0.0007048342,"teacher_disagreement_score":0.40684327,"about_ca_system_score_codex":0.0005065604,"about_ca_system_score_gemma":0.00018921326,"threshold_uncertainty_score":0.9992694},"labels":[],"label_agreement":null},{"id":"W2936988171","doi":"","title":"LIMIT STATES DESIGN FOR GEOTECHNICAL ENGINEERING: A CANADIAN PERSPECTIVE","year":2005,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Perspective (graphical); Geotechnical engineering; Limit (mathematics); Civil engineering; Engineering; Geology; Forensic engineering; Mathematics; Geometry","score_opus":0.012876932201314877,"score_gpt":0.19595107450119972,"score_spread":0.18307414229988483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2936988171","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03190319,0.00093450956,0.9474825,0.0072448156,0.0007203532,0.0012133262,0.00009143214,0.003331486,0.0070783473],"genre_scores_gemma":[0.96403927,0.00006393569,0.03532267,0.00009322002,0.00015694369,0.00013423277,0.0000021428996,0.000024582412,0.00016297681],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994116,0.0000035606167,0.00012861956,0.000119854536,0.000047642865,0.000288713],"domain_scores_gemma":[0.999671,0.000052331205,0.000006116005,0.00009120552,0.00005689614,0.00012247982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000066596396,0.000118404336,0.00012922846,0.000076789795,0.000055474597,0.000026736494,0.00007983648,0.000070752554,0.00014034618],"category_scores_gemma":[0.000040432078,0.00010832037,0.000045629364,0.00007224711,0.00002077469,0.000055163422,0.000011187911,0.00006733845,0.000052882224],"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":[0.000007877704,0.000008222266,0.0000022232482,0.000016108348,0.00006489741,0.0000012646847,0.000098164994,0.9620225,0.002664456,0.021771755,0.011099153,0.0022433896],"study_design_scores_gemma":[0.0005049231,0.00012066561,0.00022505183,0.000018143846,0.00003975685,0.000029257635,0.000503296,0.737231,0.024974028,0.0053643994,0.23035954,0.0006299032],"about_ca_topic_score_codex":0.0021029864,"about_ca_topic_score_gemma":0.00342399,"teacher_disagreement_score":0.9321361,"about_ca_system_score_codex":0.00017206263,"about_ca_system_score_gemma":0.000023211467,"threshold_uncertainty_score":0.44171762},"labels":[],"label_agreement":null},{"id":"W2946478227","doi":"10.35194/momen.v1i02.514","title":"TINJAUAN STRUKTUR RUMAH SAKIT UMUM KELAS D KECAMATAN PASAR MINGGU JAKARTA SELATAN","year":2019,"lang":"id","type":"article","venue":"JURNAL MOMEN TEKNIK SIPIL","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":"Physics; Humanities; Art","score_opus":0.005775810081028684,"score_gpt":0.18995599791052498,"score_spread":0.1841801878294963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2946478227","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":[0.962253,0.0014423789,0.00007243296,0.001001748,0.0053726994,0.00061520655,0.00022382793,0.0006269469,0.02839176],"genre_scores_gemma":[0.9845001,0.00054782594,0.00025446148,0.00011899944,0.0011210964,0.00003497166,0.00002906483,0.00015321847,0.013240246],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99579805,0.00011751417,0.0012397408,0.0008200937,0.0007330167,0.001291563],"domain_scores_gemma":[0.9979977,0.00013803826,0.00035308974,0.0009120031,0.00017453142,0.00042460987],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003696656,0.00086632126,0.0011338865,0.00026728338,0.00040035738,0.0003771077,0.00069482106,0.0005031906,0.0040102387],"category_scores_gemma":[0.00006441658,0.00083123584,0.00037294993,0.0004970517,0.00019074693,0.00043089598,0.00047237772,0.0009825998,0.007483608],"study_design_candidate":"not_applicable","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":[0.0012172752,0.0013267731,0.05997982,0.0066810963,0.006313216,0.0005443684,0.00433244,0.0067099044,0.75605315,0.021773923,0.07134359,0.06372445],"study_design_scores_gemma":[0.0089886915,0.0022862179,0.10736837,0.00257091,0.0011892259,0.001013246,0.007553022,0.004207214,0.0517002,0.006012789,0.80038315,0.0067269653],"about_ca_topic_score_codex":0.00008562958,"about_ca_topic_score_gemma":0.000016440677,"teacher_disagreement_score":0.72903955,"about_ca_system_score_codex":0.0003115926,"about_ca_system_score_gemma":0.000083479164,"threshold_uncertainty_score":0.99941385},"labels":[],"label_agreement":null},{"id":"W2948043353","doi":"10.9734/irjpac/2019/v19i130101","title":"Efficiency of Sawdust from Selected African Indigenous Wood spp. as a Low-cost Adsorbent for Removal of Copper Ion from Contaminated Water","year":2019,"lang":"en","type":"article","venue":"International Research Journal of Pure and Applied Chemistry","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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 British Columbia","funders":"","keywords":"Sawdust; Chemistry; Copper; Adsorption; Contamination; Factorial experiment; Pulp and paper industry; Significant difference; Hardwood; Nuclear chemistry; Botany; Ecology","score_opus":0.010223070711577934,"score_gpt":0.2512553915365019,"score_spread":0.24103232082492396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948043353","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":[0.99734294,0.00018670244,0.00014448688,0.000054065516,0.00012237906,0.00015932336,0.00014120233,0.00000907467,0.0018398466],"genre_scores_gemma":[0.9994229,0.00009578558,0.00016157926,0.0000031645918,0.00014615417,0.0000098867795,0.000040643852,0.000010616624,0.000109286695],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998854,0.000010602025,0.00039130147,0.000115656,0.00044915482,0.00017932865],"domain_scores_gemma":[0.9990693,0.00012612955,0.000102783255,0.00007861886,0.0005615294,0.00006165031],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021902852,0.000096221636,0.00025279977,0.00006310071,0.000029720573,0.000022740465,0.00022217691,0.00009581393,0.00041867833],"category_scores_gemma":[0.000060982195,0.0000724643,0.000052404655,0.0000794667,0.00008251515,0.00003500812,0.00006231844,0.00024149472,0.0000072232765],"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":[0.00033171749,0.000059815375,0.000111043286,0.000074521166,0.00017833269,0.0000059127838,0.00023756255,0.00028308606,0.99731046,0.000026685515,0.00012046136,0.0012604007],"study_design_scores_gemma":[0.0009663581,0.000053318363,0.0004852765,0.00011350107,0.000015326075,0.00002874587,0.00069404306,0.00014337711,0.99553895,0.0009188146,0.00096690987,0.00007540649],"about_ca_topic_score_codex":0.000036114558,"about_ca_topic_score_gemma":0.0000023697448,"teacher_disagreement_score":0.0020799635,"about_ca_system_score_codex":0.000058905694,"about_ca_system_score_gemma":0.000048084956,"threshold_uncertainty_score":0.4584234},"labels":[],"label_agreement":null},{"id":"W2948362843","doi":"","title":"PERENCANAAN STRUKTUR CONDOTEL THE NEST DI TANJUNG BENOA DENGAN BETON BERTULANG","year":2014,"lang":"id","type":"dissertation","venue":"Digital Repository Warmadewa University (Warmadewa University)","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":"Humanities; Physics; Art","score_opus":0.004916426120055351,"score_gpt":0.15353082097831577,"score_spread":0.14861439485826042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948362843","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":[0.9020402,0.00041590995,0.000560356,0.00020927214,0.0041166134,0.0009664055,0.00049738307,0.0010250432,0.09016885],"genre_scores_gemma":[0.9285573,0.0005832861,0.000037123806,0.000033839282,0.0005376944,0.0000012475151,0.00062415545,0.0001365969,0.0694888],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99528104,0.0003578591,0.0007705498,0.0013737319,0.00093329506,0.0012835277],"domain_scores_gemma":[0.99654156,0.00041237142,0.00072477275,0.0010736228,0.00057538354,0.0006722914],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.00014743557,0.0014434438,0.0013294623,0.00087365945,0.002794378,0.0006598661,0.0021599203,0.001070633,0.00009439653],"category_scores_gemma":[0.000073550036,0.0015261226,0.00091421296,0.001282969,0.00087926554,0.0015293782,0.0006964863,0.0017270618,0.0002222439],"study_design_candidate":"not_applicable","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":[0.01771459,0.0054052845,0.20194873,0.022821743,0.045696795,0.03853056,0.06839038,0.08716145,0.27719608,0.101854235,0.043012686,0.09026746],"study_design_scores_gemma":[0.0074903546,0.0009035001,0.055425756,0.0018787709,0.006412484,0.00068099523,0.13975538,0.0027514326,0.029832998,0.0002375834,0.7463721,0.00825866],"about_ca_topic_score_codex":0.0011044554,"about_ca_topic_score_gemma":0.00044943122,"teacher_disagreement_score":0.70335937,"about_ca_system_score_codex":0.0011172438,"about_ca_system_score_gemma":0.00038070115,"threshold_uncertainty_score":0.99983156},"labels":[],"label_agreement":null},{"id":"W2952693366","doi":"10.29122/jstmb.v13i2.3364","title":"PENGUKURAN TULANGAN GEDUNG BPPT DENGAN COVERMETER ELEKTROMAGNETIK UNTUK KAJIAN KERENTANAN GEDUNG BERTINGKAT TERHADAP GEMPABUMI","year":2019,"lang":"id","type":"article","venue":"Jurnal Sains dan Teknologi Mitigasi Bencana","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":"Physics; Humanities; Art","score_opus":0.0069074255175162755,"score_gpt":0.19627275705058103,"score_spread":0.18936533153306476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2952693366","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":[0.98179746,0.003225652,0.00006626758,0.0009483212,0.0036630537,0.0010011437,0.0001577115,0.00078060623,0.00835979],"genre_scores_gemma":[0.99401903,0.000834251,0.0007201153,0.00045724257,0.0008132085,0.00005994608,0.00010537403,0.00020372291,0.0027871076],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9934373,0.00039067838,0.0017277029,0.0013306041,0.0008889905,0.0022247508],"domain_scores_gemma":[0.9971344,0.00024758148,0.00057181047,0.0011550768,0.00022360499,0.0006675292],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0005294954,0.0013550546,0.0016572176,0.00048708488,0.00076492585,0.0005029176,0.0012226595,0.0008307437,0.0014109594],"category_scores_gemma":[0.0002416929,0.0012912264,0.0006926354,0.0006648917,0.0005373869,0.00048117377,0.00059731153,0.0018308063,0.0007003327],"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":[0.00029554145,0.00059947016,0.20366864,0.0016795313,0.0025914155,0.0010768884,0.002120866,0.0017698943,0.74333566,0.004223831,0.008443016,0.03019524],"study_design_scores_gemma":[0.0064721545,0.0036024286,0.7857013,0.0022094813,0.001661194,0.0023000885,0.012375848,0.0026878058,0.113306314,0.0011914832,0.061945286,0.0065466673],"about_ca_topic_score_codex":0.00063178554,"about_ca_topic_score_gemma":0.0014028939,"teacher_disagreement_score":0.6300294,"about_ca_system_score_codex":0.0007722381,"about_ca_system_score_gemma":0.0001910397,"threshold_uncertainty_score":0.99992},"labels":[],"label_agreement":null},{"id":"W2955765204","doi":"","title":"Ground Support Design Curves: Squeezing Ground in Nevada","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Barrick Gold (Canada); University of British Columbia","funders":"","keywords":"Ground zero; Ground motion; Geology; Remote sensing; Physics; Seismology","score_opus":0.01666110342807491,"score_gpt":0.21254234609803713,"score_spread":0.1958812426699622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2955765204","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018093856,0.0016231587,0.96298623,0.0008408878,0.008648111,0.0018195912,0.00009170351,0.0023629034,0.003533583],"genre_scores_gemma":[0.99377346,0.0027793257,0.0014378715,0.00058871834,0.00061233627,0.00024427968,0.000036382873,0.00017733131,0.0003502672],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9963274,0.00013276881,0.0010209539,0.00078466866,0.0005479257,0.0011863111],"domain_scores_gemma":[0.9985079,0.000106675696,0.00016090396,0.00072452385,0.00024451836,0.00025547665],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008630065,0.0006960566,0.00080696936,0.00036399966,0.00035887398,0.0001533402,0.0006587985,0.00041144332,0.00070456095],"category_scores_gemma":[0.00007064686,0.0007301958,0.00017680613,0.0008707225,0.000022271131,0.00050166686,0.00037179908,0.0005020659,0.0006549772],"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":[0.0002626062,0.00037291917,0.000014067992,0.002027673,0.00049374986,0.00018069171,0.0010861054,0.045555305,0.8555097,0.07786355,0.013274816,0.0033588],"study_design_scores_gemma":[0.0045339433,0.0025874493,0.000051284853,0.0020752484,0.00048947014,0.0008297888,0.001646882,0.5747681,0.1959379,0.17367022,0.03794299,0.005466678],"about_ca_topic_score_codex":0.0001131746,"about_ca_topic_score_gemma":0.00014600491,"teacher_disagreement_score":0.97567964,"about_ca_system_score_codex":0.0003359462,"about_ca_system_score_gemma":0.000095292206,"threshold_uncertainty_score":0.99951494},"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":"W2965322857","doi":"10.29405/jgel.v3i1.2950","title":"Analisis Kesiapsiagaan Komunitas Sekolah Muhammadiyah dalam Menghadapi Bencana Tanah Longsor di Kabupaten Karanganyar","year":2019,"lang":"id","type":"article","venue":"Jurnal Geografi Edukasi dan Lingkungan (JGEL)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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":"Physics; Humanities; Art","score_opus":0.006293993689065375,"score_gpt":0.1966690518040333,"score_spread":0.1903750581149679,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2965322857","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":[0.97600555,0.0076169954,0.00015825761,0.00083246944,0.0066967052,0.001213498,0.00026933503,0.0009743299,0.0062328824],"genre_scores_gemma":[0.9920178,0.00213887,0.00060074084,0.00020081957,0.001895769,0.000090889465,0.00020064479,0.0003361886,0.0025183016],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99205744,0.0004215139,0.002211329,0.0015452537,0.0013847101,0.0023797282],"domain_scores_gemma":[0.99564,0.00030963714,0.00073223806,0.0016976924,0.0005745264,0.001045916],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0009725317,0.0017479428,0.0021452208,0.0008206316,0.0009904911,0.00083701976,0.0015356977,0.0009156513,0.0008138748],"category_scores_gemma":[0.00020955436,0.0017344732,0.001070935,0.001621164,0.0005084047,0.0007093048,0.0006403945,0.002067883,0.0010169543],"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":[0.0012804319,0.002374869,0.6566131,0.006733489,0.0142301805,0.0017813646,0.0073358826,0.032163035,0.19507977,0.010399503,0.007356401,0.06465194],"study_design_scores_gemma":[0.009417459,0.0029960268,0.7080654,0.0041012573,0.0050815456,0.001568434,0.016930087,0.012050003,0.053163093,0.0009967405,0.17481878,0.010811195],"about_ca_topic_score_codex":0.0008886776,"about_ca_topic_score_gemma":0.00033826954,"teacher_disagreement_score":0.16746238,"about_ca_system_score_codex":0.00041608347,"about_ca_system_score_gemma":0.00027890515,"threshold_uncertainty_score":0.99976087},"labels":[],"label_agreement":null},{"id":"W2972432485","doi":"10.1088/1757-899x/586/1/012012","title":"Evaluation of the swelling pressure for expansive soils","year":2019,"lang":"en","type":"article","venue":"IOP Conference Series Materials Science and Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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":"Expansive clay; Geotechnical engineering; Swelling; Slab; Atterberg limits; Expansive; Soil water; Geology; Soil science; Materials science; Water content; Composite material","score_opus":0.018112254331075352,"score_gpt":0.2158318748432677,"score_spread":0.19771962051219236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2972432485","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":[0.997174,0.00014875349,0.00042353396,0.00004734939,0.0014859545,0.00038912226,0.000023172965,0.00007149261,0.00023662137],"genre_scores_gemma":[0.9994561,0.00005250695,0.00035321416,0.000004398286,0.000041064333,0.00006204486,6.351024e-7,0.000008421045,0.000021581702],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99907684,0.0000109857365,0.00019434046,0.0001518082,0.0003677945,0.00019820772],"domain_scores_gemma":[0.99925953,0.00001790859,0.000039562765,0.00016385394,0.00049178227,0.000027383265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084701076,0.00011150036,0.00017919215,0.000045467328,0.00008617863,0.00008944952,0.00018061802,0.00004009315,0.000065372726],"category_scores_gemma":[0.0001383826,0.00008276777,0.000018569717,0.00014358721,0.000150034,0.0003059684,0.00006797912,0.00003363057,0.0000023385144],"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":[0.0000035117148,0.0000012139943,0.000007871421,0.0001699746,0.000011222187,1.411679e-8,0.00014731767,0.043478843,0.95303124,0.0020989974,0.0000043471405,0.0010454197],"study_design_scores_gemma":[0.00015365233,0.000023884424,0.001524526,0.00009210409,0.00004530065,0.000004025763,0.00022884602,0.028711416,0.9681089,0.0006196811,0.00036506983,0.00012258337],"about_ca_topic_score_codex":0.000006298472,"about_ca_topic_score_gemma":0.0000014187655,"teacher_disagreement_score":0.015077645,"about_ca_system_score_codex":0.000018612845,"about_ca_system_score_gemma":0.00006732601,"threshold_uncertainty_score":0.33751717},"labels":[],"label_agreement":null},{"id":"W2972888533","doi":"","title":"Using AASHTOWare Pavement ME Design Tools to Evaluate Flood Impact on Concrete Pavement Performance","year":2019,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Geotechnical and construction materials studies","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":"Engineering; Civil engineering; Flood myth; Pavement engineering; Geotechnical engineering; Geography; Cartography; Asphalt; Archaeology","score_opus":0.031797684145674715,"score_gpt":0.23173460540600466,"score_spread":0.19993692126032994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2972888533","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":[0.99796146,0.000057822628,0.00019564113,0.00004764718,0.0006841189,0.00070676865,0.00011171957,0.00013570616,0.00009911138],"genre_scores_gemma":[0.9737858,0.0002266729,0.0028352162,0.000017713688,0.000062918065,0.00000377066,0.00020875291,0.00004127979,0.022817876],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987468,0.00004825387,0.00018867484,0.000308494,0.00036072734,0.0003470298],"domain_scores_gemma":[0.9993473,0.000027943073,0.00011825518,0.0002588713,0.0001466823,0.00010093027],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016816598,0.0003694654,0.00054349325,0.00016619182,0.00014856714,0.000034619334,0.00025392548,0.00019516643,0.0006189154],"category_scores_gemma":[0.000004510514,0.00033498037,0.00016889737,0.00013834094,0.000023025521,0.00014468706,0.000062923966,0.0001678787,0.00021584106],"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":[0.0006631967,0.000028065757,0.00023130262,0.0015647716,0.0011870385,0.00001945148,0.02491982,0.43002683,0.5291855,0.000029455963,0.0010597245,0.011084877],"study_design_scores_gemma":[0.005880788,0.0053136195,0.029681642,0.00597726,0.0024294874,0.000017355,0.1821483,0.13597979,0.62633127,0.000083197316,0.0010347776,0.005122518],"about_ca_topic_score_codex":0.0018083119,"about_ca_topic_score_gemma":0.000320288,"teacher_disagreement_score":0.29404706,"about_ca_system_score_codex":0.00025915468,"about_ca_system_score_gemma":0.00004335738,"threshold_uncertainty_score":0.99991024},"labels":[],"label_agreement":null},{"id":"W2978423338","doi":"","title":"ASSESMENT OF THE CHANGE IN GEOTECHNICAL CHARACTERISTICS OF SOIL IN ORGADAM REGION WITH ADDITION OF DEMOLITION AND CERAMIC WASTE","year":2018,"lang":"en","type":"article","venue":"","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":"Discovery Air (Canada)","funders":"","keywords":"Dirt; Atterberg limits; Demolition waste; Demolition; Geotechnical engineering; Ceramic; Engineering; Environmental science; Waste management; Civil engineering; Materials science; Composite material; Mechanical engineering","score_opus":0.01135378500751799,"score_gpt":0.19464262123527043,"score_spread":0.18328883622775244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2978423338","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":[0.99921983,0.000011013319,0.0003516214,0.00007206862,0.000048233043,0.00011491046,0.00001000232,0.000014298841,0.00015804652],"genre_scores_gemma":[0.9997692,0.00007969458,0.0000975629,0.0000066507127,0.000023605799,0.000013360662,0.0000020092812,0.000004230865,0.0000036692861],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99957883,0.000015203926,0.0002176581,0.000058006983,0.00006485266,0.00006547366],"domain_scores_gemma":[0.9998023,0.000013020128,0.00005744901,0.0000823963,0.000037169266,0.000007693215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000056481633,0.000053519936,0.00014780623,0.00004661135,0.000008574246,0.0000014965442,0.000034101202,0.00004705083,0.000016771291],"category_scores_gemma":[0.0000093632325,0.000035877692,0.0000104107785,0.00011472074,0.0001275205,0.000036620873,0.00003031007,0.00004434848,1.9823277e-7],"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":[0.0013030051,0.0010654929,0.23669358,0.005614413,0.0002600771,0.0000108190025,0.0033115242,0.004353297,0.61036056,0.038728416,0.000343471,0.09795533],"study_design_scores_gemma":[0.00046518107,0.00020743921,0.87953854,0.00043807254,0.000014615849,0.00001234842,0.00015904778,0.0045145093,0.113863304,0.0006639412,0.000025586472,0.000097420736],"about_ca_topic_score_codex":0.0001382333,"about_ca_topic_score_gemma":0.00018800763,"teacher_disagreement_score":0.642845,"about_ca_system_score_codex":0.000015096708,"about_ca_system_score_gemma":0.0000042579045,"threshold_uncertainty_score":0.14630498},"labels":[],"label_agreement":null},{"id":"W2982560640","doi":"10.51179/vrs.v10i5.708","title":"PENGARUH SULFAT DALAM AIR TANAH SEBAGAI AIR CAMPURAN TERHADAP KUAT TEKAN BETON DENGAN NILAI FAS 0,65","year":2018,"lang":"id","type":"article","venue":"Variasi /Variasi","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":"WiLAN (Canada)","funders":"","keywords":"Physics; Environmental science; Animal science","score_opus":0.009920853106604628,"score_gpt":0.20784304451284075,"score_spread":0.19792219140623613,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2982560640","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":[0.8148138,0.0018830391,0.032783143,0.0066128615,0.037426356,0.004356386,0.0005444358,0.0062727635,0.095307246],"genre_scores_gemma":[0.98490036,0.00039394666,0.003915072,0.00062461867,0.0037197403,0.00016688573,0.00011949004,0.00031498092,0.005844913],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9927723,0.0005313791,0.0018504754,0.001723482,0.0009999966,0.0021224075],"domain_scores_gemma":[0.99601513,0.00044736956,0.00045480183,0.0017629138,0.0005880202,0.0007317366],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0010024541,0.0016394862,0.0017835329,0.00044652956,0.001500475,0.00038830886,0.0012745978,0.0011537808,0.0026643008],"category_scores_gemma":[0.0005368225,0.0016132927,0.00057930994,0.0010505994,0.0008320385,0.00063316576,0.0009280048,0.001303763,0.0014992263],"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":[0.0015884204,0.0031441161,0.0077303485,0.0049713827,0.010731168,0.0012951513,0.023661744,0.011448437,0.66077924,0.1631679,0.04518307,0.06629906],"study_design_scores_gemma":[0.011404765,0.0032729593,0.13771549,0.0018298146,0.0041483017,0.0014956315,0.00701912,0.0087669585,0.28455517,0.010732902,0.5187143,0.010344592],"about_ca_topic_score_codex":0.00058392674,"about_ca_topic_score_gemma":0.00043450214,"teacher_disagreement_score":0.47353122,"about_ca_system_score_codex":0.00045483868,"about_ca_system_score_gemma":0.0002384566,"threshold_uncertainty_score":0.99979943},"labels":[],"label_agreement":null},{"id":"W2983005376","doi":"10.25105/psia.v1i1.5983","title":"ANALISIS PENURUNAN TANAH LUNAK AKIBAT PENIMBUNAN BERTAHAP","year":2019,"lang":"id","type":"article","venue":"Prosiding Seminar Intelektual Muda","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":"Physics; Humanities; Philosophy","score_opus":0.006611831377890223,"score_gpt":0.20358871726740246,"score_spread":0.19697688588951223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2983005376","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":[0.97970575,0.0022341886,0.00011964401,0.00041455845,0.004630926,0.0008885841,0.00007801792,0.0006560016,0.011272334],"genre_scores_gemma":[0.99003613,0.0007606747,0.00046444495,0.000109246284,0.00050247187,0.00010028971,0.000032031083,0.00015036778,0.007844339],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99626076,0.00011341373,0.0010010113,0.0009348171,0.00056040427,0.0011295849],"domain_scores_gemma":[0.9982425,0.000252116,0.00024988255,0.00075093727,0.00022244941,0.00028209115],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0004094609,0.00082508946,0.0010593913,0.00027574497,0.00034504614,0.00034931581,0.0006661016,0.00045467034,0.0023723096],"category_scores_gemma":[0.00028426351,0.0008189743,0.00037786638,0.000678784,0.0002258276,0.00038962395,0.00052010716,0.000728431,0.0036071283],"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":[0.0002937289,0.00033769954,0.014143329,0.0031525542,0.0011013582,0.00008691198,0.0061034556,0.00093224837,0.9292208,0.006347002,0.026187858,0.012093084],"study_design_scores_gemma":[0.0023712462,0.0020184338,0.011657489,0.0045848954,0.0010146091,0.00054590753,0.018772902,0.0060286107,0.86160827,0.0012849587,0.08510271,0.0050099506],"about_ca_topic_score_codex":0.0002724346,"about_ca_topic_score_gemma":0.000043296823,"teacher_disagreement_score":0.06761248,"about_ca_system_score_codex":0.0003069711,"about_ca_system_score_gemma":0.00005618931,"threshold_uncertainty_score":0.9994261},"labels":[],"label_agreement":null},{"id":"W2983872557","doi":"","title":"Development of novel ground improvement methods","year":2019,"lang":"en","type":"article","venue":"Iowa State University Digital Repository (Iowa State University)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Computer science","score_opus":0.009232864626009652,"score_gpt":0.18220957380582792,"score_spread":0.17297670917981828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2983872557","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":[0.9340743,0.000017061668,0.03290767,0.000006245476,0.0006007415,0.00026228544,0.000100591744,0.0003199318,0.0317112],"genre_scores_gemma":[0.9552484,0.000060042858,0.016528785,0.0000071003865,0.000016453912,2.5419078e-7,0.00001846646,0.000034310317,0.02808616],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986644,0.000028403534,0.00031466217,0.00036772055,0.00024669792,0.00037815078],"domain_scores_gemma":[0.99917454,0.000060833096,0.00014701989,0.00028785734,0.0001680549,0.00016168081],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000068351656,0.0002869997,0.00037936415,0.00034464765,0.00019604726,0.000067399116,0.00037290726,0.00008185305,0.000023767372],"category_scores_gemma":[0.000006003478,0.0003366921,0.00013741705,0.00042190152,0.00016138356,0.0007230272,0.000358959,0.00015613282,0.00003129655],"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":[0.0006776055,0.00050186244,0.002672009,0.0008802457,0.0016606284,0.00029947612,0.0035587677,0.02054207,0.86880904,0.0025066715,0.00033231717,0.09755929],"study_design_scores_gemma":[0.0072176,0.0006426838,0.011366327,0.00033875724,0.00026250706,0.000067415225,0.024129737,0.0028871188,0.34271976,0.00036826503,0.6070864,0.0029134005],"about_ca_topic_score_codex":0.00005017247,"about_ca_topic_score_gemma":0.0000193951,"teacher_disagreement_score":0.6067541,"about_ca_system_score_codex":0.00044609493,"about_ca_system_score_gemma":0.00010396508,"threshold_uncertainty_score":0.9999085},"labels":[],"label_agreement":null},{"id":"W2985920066","doi":"10.29303/jkp.v1i3.36","title":"Pemberdayaan Masyarakat di Pemukiman Pingir Sungai Desa Sandik Melalui Penerapan Teknologi Pembuatan Batako Berpenguat Serat Ijuk","year":2019,"lang":"id","type":"article","venue":"JURNAL KARYA PENGABDIAN","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":"WiLAN (Canada)","funders":"","keywords":"Physics; Humanities; Mathematics; Philosophy","score_opus":0.008516342679355368,"score_gpt":0.20573866001760255,"score_spread":0.1972223173382472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2985920066","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":[0.9547416,0.0041920864,0.0001371843,0.0015661604,0.006736616,0.0012343137,0.00026188357,0.0009075778,0.030222554],"genre_scores_gemma":[0.98701864,0.0018969338,0.0005840238,0.00025574915,0.0014924298,0.00008896259,0.0001531684,0.00025570378,0.008254384],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99346405,0.00040576092,0.0016199086,0.001441823,0.00097547367,0.0020930034],"domain_scores_gemma":[0.9967277,0.00031980596,0.0004327378,0.0014488488,0.0002755117,0.00079538644],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0008873479,0.0014832393,0.001780287,0.00055173,0.0010520712,0.0007660202,0.0012659786,0.00079607405,0.00647994],"category_scores_gemma":[0.00017252238,0.0014345105,0.00086832355,0.000779125,0.00040266482,0.0009319856,0.0007512661,0.0021302968,0.0069869305],"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":[0.0019184818,0.0018367869,0.22327727,0.0063489727,0.0051119705,0.0025910472,0.007902725,0.015499863,0.64351416,0.018460682,0.037264977,0.036273085],"study_design_scores_gemma":[0.015259079,0.0038330287,0.5950641,0.0035980593,0.0027010804,0.004882364,0.009349416,0.010605097,0.09436516,0.002658195,0.24417637,0.013508036],"about_ca_topic_score_codex":0.00041159047,"about_ca_topic_score_gemma":0.0006616597,"teacher_disagreement_score":0.549149,"about_ca_system_score_codex":0.00049427804,"about_ca_system_score_gemma":0.0002182654,"threshold_uncertainty_score":0.9997917},"labels":[],"label_agreement":null},{"id":"W2989121383","doi":"10.1007/978-3-030-34199-2_3","title":"Utilization of Solid Waste Derivative Materials in Soft Soils Re-engineering","year":2019,"lang":"en","type":"book-chapter","venue":"Sustainable civil infrastructures","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Municipal solid waste; Waste management; Portland cement; Engineering; Hazardous waste; Environmental science; Environmental pollution; Asphalt; Civil engineering; Cement; Environmental protection; Materials science","score_opus":0.008610222412046677,"score_gpt":0.20790529223818807,"score_spread":0.1992950698261414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2989121383","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27184457,0.020738289,0.034262408,0.00027163993,0.0129235,0.009576806,0.0027046043,0.004255853,0.64342237],"genre_scores_gemma":[0.9737728,0.00066310226,0.00035887733,0.000024175268,0.00024024946,0.000028369534,0.00010952232,0.00018321731,0.024619645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99816525,0.000014254302,0.00072655163,0.00033659747,0.0002461067,0.0005112455],"domain_scores_gemma":[0.9990833,0.00005306169,0.0002134268,0.00036641466,0.00021751501,0.000066293454],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00014734724,0.00052648253,0.000934149,0.00036023353,0.00005402508,0.00004488982,0.0002434484,0.00049227406,0.002466893],"category_scores_gemma":[0.000103752696,0.0005434016,0.00010023329,0.000089718254,0.00012209869,0.00016041438,0.00020852117,0.00030903766,0.000018834959],"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":[0.00011356409,0.000013214971,0.00004171119,0.011846533,0.0005434506,0.00007976537,0.0013838067,0.8248424,0.033284623,0.11662287,0.008371021,0.0028570173],"study_design_scores_gemma":[0.0032412484,0.00045933636,0.0026201403,0.004951519,0.00044530682,0.00007684252,0.007095126,0.008889275,0.276099,0.6041033,0.08626495,0.0057539083],"about_ca_topic_score_codex":0.000053503118,"about_ca_topic_score_gemma":0.000048708196,"teacher_disagreement_score":0.81595314,"about_ca_system_score_codex":0.00016657801,"about_ca_system_score_gemma":0.00010415175,"threshold_uncertainty_score":0.99970174},"labels":[],"label_agreement":null},{"id":"W2996734311","doi":"10.29122/jstmb.v12i1.3701","title":"WILAYAH RENTAN TERHADAP GEMPABUMI DI KABUPATEN PANDEGLANG BAGIAN BARAT (STUDI KASUS SEBAGIAN KECAMATAN CIGEULIS, CIMANGGU DAN SUMUR)","year":2019,"lang":"id","type":"article","venue":"Jurnal Sains dan Teknologi Mitigasi Bencana","topic":"Geotechnical and construction materials studies","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":"Encana (Canada); WiLAN (Canada)","funders":"","keywords":"Physics","score_opus":0.010246553865423946,"score_gpt":0.20938692184052501,"score_spread":0.19914036797510107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2996734311","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":[0.9695677,0.004048074,0.00006852072,0.0014739605,0.004418669,0.0011156021,0.00030136175,0.0010909658,0.01791515],"genre_scores_gemma":[0.99473107,0.0022304105,0.00020239603,0.00029769604,0.0008481465,0.00007983558,0.00020204273,0.0002111,0.0011972828],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9930972,0.0003544403,0.001754956,0.0015149687,0.00096812064,0.0023103233],"domain_scores_gemma":[0.9967968,0.0001727797,0.00056535215,0.0014475615,0.00027143984,0.0007460714],"candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.000517976,0.0014967782,0.001838227,0.00048939727,0.0008059077,0.0005232619,0.0014072972,0.0009228391,0.0005980061],"category_scores_gemma":[0.00015870098,0.0013871287,0.00064165576,0.0008489979,0.00065350084,0.0005789879,0.00085622346,0.0017253386,0.00046389375],"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":[0.00026775317,0.00058856193,0.8460776,0.0014157778,0.0027629044,0.0014241134,0.0019192018,0.0018120788,0.106237076,0.0034983868,0.012242966,0.021753559],"study_design_scores_gemma":[0.00358925,0.0011644112,0.9104222,0.0012651315,0.0007283486,0.0008718089,0.010683416,0.0011227698,0.016249103,0.00024823524,0.050309915,0.003345391],"about_ca_topic_score_codex":0.00078674656,"about_ca_topic_score_gemma":0.0015226254,"teacher_disagreement_score":0.08998797,"about_ca_system_score_codex":0.0011211269,"about_ca_system_score_gemma":0.00019827767,"threshold_uncertainty_score":0.99977815},"labels":[],"label_agreement":null},{"id":"W2998550801","doi":"10.37209/jtbbt.v8i2.120","title":"PENINGKATAN KUALITAS PASIR SILIKA LOKAL ASAL SIDRAP SEBAGAI PASIR STANDAR UNTUK PENGUJIAN MUTU SEMEN","year":2018,"lang":"id","type":"article","venue":"Jurnal Teknologi Bahan dan Barang Teknik","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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":0.014978216741105548,"score_gpt":0.24215996943449983,"score_spread":0.22718175269339427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2998550801","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":[0.97522783,0.0026177021,0.00142147,0.001978697,0.005477167,0.000895442,0.00060857105,0.002029604,0.009743525],"genre_scores_gemma":[0.99161506,0.0006686103,0.0018886104,0.00029771123,0.0031703964,0.000068065434,0.00007263388,0.00021899474,0.0019999363],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99334645,0.0005016022,0.0017202972,0.00134806,0.0010124049,0.002071203],"domain_scores_gemma":[0.99688363,0.00027057788,0.00048326034,0.0012475392,0.00052391214,0.0005910726],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0010093622,0.0013421112,0.001595832,0.0004711142,0.0012149442,0.00051534025,0.0013111198,0.00095168134,0.0014002852],"category_scores_gemma":[0.00049567263,0.001249337,0.0005507954,0.00085757306,0.001567648,0.0005947537,0.0008853329,0.0014683707,0.0015844516],"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":[0.0028723935,0.0014984679,0.017384559,0.0031699452,0.007269089,0.0032825,0.010835803,0.000664417,0.7534363,0.02221651,0.09471552,0.082654454],"study_design_scores_gemma":[0.013786326,0.009174514,0.09307772,0.0031978723,0.002614774,0.003819256,0.022674672,0.003251415,0.32675394,0.011871933,0.49817353,0.011604061],"about_ca_topic_score_codex":0.0001336478,"about_ca_topic_score_gemma":0.0002602489,"teacher_disagreement_score":0.4266824,"about_ca_system_score_codex":0.00050643855,"about_ca_system_score_gemma":0.0002207646,"threshold_uncertainty_score":0.999933},"labels":[],"label_agreement":null},{"id":"W2999027913","doi":"10.1061/9780784482599.024","title":"Thermal Behavior of Flexible Pavement Containing Foam Glass Aggregates as Thermal Insulation Layer","year":2019,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"Ministère des Transports; Université Laval","keywords":"Subgrade; Thermal insulation; Materials science; Composite material; Thermal; Context (archaeology); Expanded polystyrene; Penetration test; Environmental science; Geotechnical engineering; Frost (temperature); Polyethylene; Building insulation; Forensic engineering; Layer (electronics); Engineering; Geology","score_opus":0.012570179485106643,"score_gpt":0.2214375573724745,"score_spread":0.20886737788736787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2999027913","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":[0.98838836,0.00013405629,0.00012940113,0.000021805188,0.00038612186,0.00018427076,0.0000029677976,0.00021981279,0.010533224],"genre_scores_gemma":[0.99915165,0.000008701079,0.0002261345,0.000018646953,0.00003399389,0.000036070058,0.000002898583,0.000012513794,0.00050937803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99944997,0.000009714084,0.00020248826,0.00009244123,0.000105549814,0.00013986108],"domain_scores_gemma":[0.99977404,0.000016823842,0.000035374287,0.000114134324,0.00003695748,0.000022658622],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00005812069,0.00009843409,0.00015132505,0.000031818774,0.00002572973,0.000013766909,0.00005888215,0.00005027372,0.0017261158],"category_scores_gemma":[0.0000027758354,0.00007871242,0.000040992934,0.000052560274,0.000021902235,0.00007913118,0.000039466584,0.000046329915,0.0001515169],"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":[0.000021921027,0.000029596273,0.023606326,0.000039758812,0.0000664978,0.0000012345936,0.00017437909,0.012709438,0.9439598,0.0052318387,0.000006897907,0.014152361],"study_design_scores_gemma":[0.00083991105,0.00023786821,0.2410129,0.0000532565,0.00004805233,0.0000039557076,0.00078252435,0.0027991673,0.752995,0.00018934088,0.0007330694,0.00030494155],"about_ca_topic_score_codex":0.00006897692,"about_ca_topic_score_gemma":0.0000015281049,"teacher_disagreement_score":0.21740659,"about_ca_system_score_codex":0.000014964533,"about_ca_system_score_gemma":0.0000053415333,"threshold_uncertainty_score":0.99918646},"labels":[],"label_agreement":null},{"id":"W3000592849","doi":"10.26760/rekaracana.v5i4.87","title":"Analisis Tingkat Akurasi Uji Pemadatan dengan Pendekatan Numerik Berbasis Elemen Hingga","year":2019,"lang":"id","type":"article","venue":"RekaRacana Jurnal Teknil Sipil","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":"Physics; Humanities","score_opus":0.007538528461988374,"score_gpt":0.2069703574411798,"score_spread":0.19943182897919143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3000592849","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":[0.9740516,0.0026521983,0.00012322902,0.00089708844,0.0029909213,0.0005895388,0.00034823423,0.00056286826,0.017784303],"genre_scores_gemma":[0.991502,0.0020047652,0.0005600155,0.00019190958,0.0010353199,0.000034042067,0.00008689159,0.00017333234,0.0044117114],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9947747,0.00023203914,0.0014897883,0.0010226121,0.001040495,0.0014403374],"domain_scores_gemma":[0.9973962,0.00020573664,0.0005153086,0.001068431,0.0002653061,0.0005490645],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000747951,0.0009654625,0.0013469573,0.00032789857,0.0005800276,0.00045768375,0.0009389876,0.0004449066,0.0053711645],"category_scores_gemma":[0.00019458524,0.00095323304,0.00048945134,0.00081091723,0.00018010728,0.00065318716,0.00048806937,0.001153767,0.002084961],"study_design_candidate":"not_applicable","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":[0.0011115507,0.001128901,0.2515163,0.0072503635,0.009171861,0.001335404,0.0033379947,0.008070832,0.3434713,0.008958064,0.06569954,0.29894787],"study_design_scores_gemma":[0.0068195197,0.0015434184,0.17915504,0.0030405854,0.0025510201,0.0019300028,0.012375381,0.004603685,0.06691758,0.0011520027,0.71174216,0.00816961],"about_ca_topic_score_codex":0.0010937792,"about_ca_topic_score_gemma":0.00026951326,"teacher_disagreement_score":0.6460426,"about_ca_system_score_codex":0.00051665376,"about_ca_system_score_gemma":0.00017269119,"threshold_uncertainty_score":0.99929184},"labels":[],"label_agreement":null},{"id":"W3003942200","doi":"10.37369/si.v32i2.58","title":"PENGGUNAAN ABU CANGKANG SAWIT DAN SEMEN UNTUK MENINGKATKAN KEPADATAN TANAH LEMPUNG DESA TANJUNG REJO","year":2019,"lang":"id","type":"article","venue":"Saintek ITM","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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; Horticulture; Biology","score_opus":0.005824627412969936,"score_gpt":0.19289853174401883,"score_spread":0.1870739043310489,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3003942200","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":[0.9578881,0.0025329245,0.00067697844,0.0009434226,0.004632926,0.0010293605,0.00016545913,0.0008691752,0.03126165],"genre_scores_gemma":[0.9876313,0.00043550268,0.0011110873,0.0001487632,0.000537967,0.000042528598,0.00008973722,0.00013957496,0.009863517],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9963978,0.00014328599,0.00091892143,0.0008384475,0.0005220381,0.0011794948],"domain_scores_gemma":[0.9982299,0.00012756954,0.00022617196,0.0009292969,0.00016722328,0.0003198091],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00050106656,0.00074148126,0.0009453009,0.0002052928,0.00034215703,0.00023794967,0.00064120104,0.00031369503,0.001989738],"category_scores_gemma":[0.000109629604,0.00074454554,0.00026585525,0.00044977668,0.00025322754,0.0003321498,0.00052923633,0.00065042026,0.0015506145],"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":[0.0005180557,0.00035035217,0.022514347,0.0044003003,0.004232314,0.00052029773,0.009585137,0.00834527,0.8436015,0.023875922,0.047681946,0.034374557],"study_design_scores_gemma":[0.007248681,0.0015459973,0.038120624,0.00402513,0.0016732166,0.0006198385,0.037302047,0.015994862,0.0820592,0.0029912351,0.8003013,0.00811787],"about_ca_topic_score_codex":0.001129241,"about_ca_topic_score_gemma":0.0007810617,"teacher_disagreement_score":0.7615423,"about_ca_system_score_codex":0.00051672535,"about_ca_system_score_gemma":0.000093635965,"threshold_uncertainty_score":0.9995006},"labels":[],"label_agreement":null},{"id":"W3009234738","doi":"10.24853/jk.12.1.13-26","title":"DESAIN ULANG STRUKTUR DROP PANEL JOGJA APARTEMEN DIGANTIKAN DENGAN STRUKTUR BALOK MENGGUNAKAN SNI 2847:2013 DAN SNI 1726:2012","year":2021,"lang":"id","type":"article","venue":"Konstruksia","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Egg Farmers of Canada","keywords":"Physics","score_opus":0.01978797682517538,"score_gpt":0.2107517306381151,"score_spread":0.1909637538129397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3009234738","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":[0.9751611,0.0052037127,0.0009928697,0.0017668144,0.005368936,0.00083370885,0.00043284547,0.0012152733,0.009024768],"genre_scores_gemma":[0.99025553,0.0017975497,0.0035710372,0.00024683084,0.0012435908,0.00011207531,0.0001984385,0.00024058916,0.0023343533],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99332476,0.00046676918,0.0017616997,0.0014755104,0.00094914285,0.0020221337],"domain_scores_gemma":[0.9966855,0.00022464011,0.00041166006,0.0015416538,0.00036992508,0.00076662505],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.000516052,0.0014034428,0.0016517787,0.00026769453,0.0008931788,0.000544234,0.00087370485,0.0008271107,0.0017926943],"category_scores_gemma":[0.00018976393,0.0014658098,0.00056675595,0.0009138521,0.0005925423,0.00068310066,0.0008016945,0.0012533783,0.0010472683],"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":[0.00027957087,0.0011782035,0.047470227,0.0042316574,0.0060077794,0.0018909198,0.0043380028,0.003315148,0.7423522,0.03327793,0.035304964,0.120353416],"study_design_scores_gemma":[0.008497218,0.000744444,0.22104095,0.002692399,0.0030096842,0.0032812275,0.022233706,0.0057279957,0.27287924,0.0061779087,0.44378433,0.009930885],"about_ca_topic_score_codex":0.0002613187,"about_ca_topic_score_gemma":0.0005006173,"teacher_disagreement_score":0.46947294,"about_ca_system_score_codex":0.00031558907,"about_ca_system_score_gemma":0.00023007863,"threshold_uncertainty_score":0.9998716},"labels":[],"label_agreement":null},{"id":"W3018462816","doi":"10.21831/inersia.v16i1.31311","title":"ANALISIS NILAI KAPASITAS STRUKTUR ATAS JEMBATAN DENGAN MENGGUNAKAN METODE RATING FACTOR","year":2020,"lang":"id","type":"article","venue":"INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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":"Bridge (graph theory); Physics; Structural engineering; Humanities; Engineering; Art","score_opus":0.020750623972673698,"score_gpt":0.21769033967753512,"score_spread":0.19693971570486143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3018462816","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":[0.98158044,0.0022969767,0.00070054067,0.0023230168,0.0020609086,0.0012937917,0.0027493576,0.0020396572,0.0049553365],"genre_scores_gemma":[0.9935478,0.0005891757,0.0017978365,0.0010541261,0.0016207647,0.00006232424,0.0008006262,0.00028632747,0.00024102544],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99196315,0.00035015965,0.0024271554,0.0015957857,0.0014522105,0.002211519],"domain_scores_gemma":[0.9955125,0.00027537154,0.0008381729,0.0013534231,0.0004128704,0.0016076952],"candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.00046042615,0.0020465446,0.0022096806,0.0005031557,0.0012584332,0.0009057784,0.001754131,0.00083767157,0.0004863712],"category_scores_gemma":[0.0005610123,0.0020577991,0.0009094452,0.0016959192,0.0005691963,0.001822415,0.0011432206,0.0019487992,0.000728266],"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":[0.0029272495,0.0012855608,0.050346125,0.009139776,0.013664148,0.0022116122,0.061196458,0.027345588,0.6215978,0.006458939,0.12660442,0.07722226],"study_design_scores_gemma":[0.017348649,0.0037449158,0.111963086,0.0022499487,0.00617417,0.00095027196,0.084211044,0.037371952,0.3162073,0.00027268982,0.40349767,0.016008312],"about_ca_topic_score_codex":0.00014173704,"about_ca_topic_score_gemma":0.000086751446,"teacher_disagreement_score":0.30539054,"about_ca_system_score_codex":0.0005119878,"about_ca_system_score_gemma":0.00022885519,"threshold_uncertainty_score":0.99922764},"labels":[],"label_agreement":null},{"id":"W3022878888","doi":"10.31764/jpe.v5i1.2178","title":"Efektivitas Pembangunan Rumah Risha, Rika dan Riko (3R) Bagi Masyarakat Terdampak Gempa","year":2020,"lang":"id","type":"article","venue":"Jurnal Planoearth","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":7,"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":"Political science; Geography; Humanities; Forestry; Art","score_opus":0.014322272323427731,"score_gpt":0.19457077368804157,"score_spread":0.18024850136461384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022878888","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":[0.96862906,0.0027411256,0.00063948234,0.0059352177,0.0028132435,0.0005278793,0.0005022266,0.00088276045,0.017329032],"genre_scores_gemma":[0.9949436,0.00047765276,0.000629724,0.0008599628,0.0017239884,0.00002232239,0.00005537447,0.000097990895,0.0011893662],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.996867,0.00013832057,0.0008509111,0.0006652215,0.0005509482,0.0009275854],"domain_scores_gemma":[0.9986225,0.000106297644,0.00020874162,0.00039442896,0.00008952897,0.00057854265],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00020428684,0.0006842696,0.0009096702,0.00011989149,0.00037707362,0.0003529568,0.000454791,0.00030953565,0.0014179735],"category_scores_gemma":[0.0001199227,0.0006493345,0.0003275094,0.0003685017,0.0001935023,0.00032174579,0.0003268853,0.00091089355,0.002705838],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0031171795,0.0011965603,0.12586474,0.0075561367,0.006758756,0.00436408,0.011862441,0.026234983,0.29627442,0.0075226305,0.41781995,0.091428116],"study_design_scores_gemma":[0.0043054097,0.001364024,0.1543092,0.00080779183,0.00071061845,0.000784016,0.0017949333,0.004399942,0.026173094,0.00073980883,0.80140924,0.0032019094],"about_ca_topic_score_codex":0.000054130116,"about_ca_topic_score_gemma":0.00003633548,"teacher_disagreement_score":0.3835893,"about_ca_system_score_codex":0.000068743015,"about_ca_system_score_gemma":0.00006314606,"threshold_uncertainty_score":0.9995958},"labels":[],"label_agreement":null},{"id":"W3032349465","doi":"10.37058/aks.v1i2.1504","title":"Perencanaan Struktur Gedung Laboratorium Vaksin PT. Bio Farma (Persero) Di Kota Bandung","year":2020,"lang":"id","type":"article","venue":"Akselerasi Jurnal Ilmiah Teknik Sipil","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Humanities; Art","score_opus":0.017523288875799188,"score_gpt":0.2082974003108916,"score_spread":0.19077411143509243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3032349465","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":[0.97751343,0.005395509,0.00041781517,0.0063503375,0.004993879,0.0005828252,0.0003912141,0.0010903536,0.003264622],"genre_scores_gemma":[0.992629,0.002198379,0.0004378196,0.00074814196,0.0031665417,0.000049748727,0.0000367628,0.00019487996,0.0005387382],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99489456,0.00024782872,0.0014459834,0.0010811192,0.00086297607,0.0014675293],"domain_scores_gemma":[0.99741584,0.00013513268,0.0003518325,0.0005974999,0.0004921118,0.0010075992],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003107038,0.001152037,0.0013608495,0.0001865375,0.0007335168,0.0005804294,0.0008690813,0.00063384004,0.0013853207],"category_scores_gemma":[0.0002583827,0.0011404669,0.00042178502,0.0013030963,0.00033781127,0.00055673486,0.00043697137,0.0016546901,0.0010327235],"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":[0.0007381867,0.00054670667,0.03482468,0.0028312057,0.0034965458,0.0007912883,0.0068999315,0.006358907,0.8515323,0.0045420467,0.049612124,0.037826125],"study_design_scores_gemma":[0.011678392,0.0028161665,0.15891969,0.0017871109,0.0027598334,0.00072721875,0.016184809,0.01370823,0.20795144,0.00058239984,0.57248545,0.010399258],"about_ca_topic_score_codex":0.00019418287,"about_ca_topic_score_gemma":0.00009923728,"teacher_disagreement_score":0.6435808,"about_ca_system_score_codex":0.00026139332,"about_ca_system_score_gemma":0.00031170633,"threshold_uncertainty_score":0.9997451},"labels":[],"label_agreement":null},{"id":"W3039089041","doi":"10.4028/www.scientific.net/msf.1000.220","title":"Local Silica Sand as a Substitute for Standard Ottawa Sand in Testing of Cement Mortar","year":2020,"lang":"en","type":"article","venue":"Materials science forum","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":5,"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":"Cement; Mortar; Compressive strength; Materials science; Portland cement; Geotechnical engineering; Composite material; Geology","score_opus":0.018393958272916757,"score_gpt":0.23307850362305238,"score_spread":0.21468454535013562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3039089041","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":[0.9935267,0.00004329904,0.0047284556,0.0003518087,0.00044505933,0.00029883778,0.00010335879,0.00010320196,0.00039929192],"genre_scores_gemma":[0.99697644,0.0000074343848,0.0028588977,0.00005897833,0.00003649304,0.000048013648,0.0000019620438,0.000009223825,0.0000025562222],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988105,0.000008286501,0.00040298942,0.00021598567,0.00021072812,0.00035147322],"domain_scores_gemma":[0.9996694,0.000027766004,0.000055088105,0.00010178399,0.00006945579,0.00007650396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032692653,0.00012228692,0.00028650515,0.000058294467,0.000101076206,0.00005918989,0.00019397204,0.000034866945,0.000094567426],"category_scores_gemma":[0.00018582531,0.000106970896,0.0000231927,0.0003144108,0.00033162415,0.00014023398,0.00009260546,0.00003025468,0.000009131297],"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":[0.00003911822,0.000004806871,0.00052079617,0.00012668881,0.000004343524,0.0000015223906,0.00007190505,0.006112923,0.99143916,0.00058720214,0.000112968366,0.0009785807],"study_design_scores_gemma":[0.00036830088,0.00017501568,0.0007337731,0.00004692999,0.0000066803773,0.0000032059725,0.00016304193,0.0015137021,0.9948015,0.0008302005,0.0012239908,0.00013363764],"about_ca_topic_score_codex":0.000061929066,"about_ca_topic_score_gemma":0.000010054849,"teacher_disagreement_score":0.004599221,"about_ca_system_score_codex":0.000039244947,"about_ca_system_score_gemma":0.000052098218,"threshold_uncertainty_score":0.43621466},"labels":[],"label_agreement":null},{"id":"W3039400912","doi":"10.26578/jrti.v14i1.5605","title":"PEMURNIAN PASIR SILIKA MENJADI PASIR STANDAR MENGGUNAKAN EKSTRAK BELIMBING WULUH SEBAGAI LEACHING AGENT","year":2020,"lang":"id","type":"article","venue":"Jurnal Riset Teknologi Industri","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Physics; Chemistry; Nuclear chemistry","score_opus":0.0360508333452739,"score_gpt":0.22951612429898063,"score_spread":0.19346529095370674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3039400912","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":[0.9681885,0.0037835685,0.0012200535,0.013302058,0.0032136934,0.00092468,0.0008574717,0.0017584261,0.0067515024],"genre_scores_gemma":[0.99440724,0.0021963143,0.0005452932,0.0005565803,0.0015715474,0.000048495363,0.000051548355,0.00013446758,0.0004885212],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9944681,0.00036529423,0.0016335945,0.0010579645,0.0008791498,0.0015958822],"domain_scores_gemma":[0.99772626,0.00019442501,0.0004858419,0.0005618238,0.00019460825,0.0008370231],"candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00062463427,0.0010836961,0.0013519787,0.00024859962,0.00092978706,0.00041897444,0.00087216473,0.0011975134,0.0009813486],"category_scores_gemma":[0.00066130614,0.0010308904,0.00044017477,0.00081737275,0.00037267274,0.00038428252,0.00064200774,0.003570314,0.00057673856],"study_design_candidate":"not_applicable","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":[0.0014726957,0.0012466375,0.043350544,0.002864817,0.0080275135,0.004131578,0.013538184,0.05518391,0.2198915,0.003284891,0.16495474,0.48205298],"study_design_scores_gemma":[0.010456589,0.004516712,0.03495143,0.002427727,0.0024254892,0.0010149385,0.02589144,0.0073378016,0.095302604,0.0014035804,0.8062207,0.008051005],"about_ca_topic_score_codex":0.000068282476,"about_ca_topic_score_gemma":0.00002688451,"teacher_disagreement_score":0.6412659,"about_ca_system_score_codex":0.0005145625,"about_ca_system_score_gemma":0.00021600602,"threshold_uncertainty_score":0.9999319},"labels":[],"label_agreement":null},{"id":"W3041517177","doi":"","title":"Perbandingan Kapasitas Penggunaan Formula Dinamis Pada Tiang Pancang Sebagai Kontrol Daya Dukung","year":2019,"lang":"id","type":"article","venue":"Journal of The Civil Engineering Student","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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":"Humanities; Physics; Forestry; Geography; Art","score_opus":0.0032836468347803007,"score_gpt":0.18398913652956805,"score_spread":0.18070548969478775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041517177","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":[0.980618,0.004618716,0.0013295568,0.0006678053,0.011114148,0.00047665974,0.000020366328,0.00012281796,0.001031902],"genre_scores_gemma":[0.9972454,0.0004188844,0.0001823933,0.00004375476,0.00085621746,0.000009356434,9.401673e-7,0.00009527201,0.0011478018],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99703246,0.00006630883,0.0010919315,0.00026345887,0.00085553125,0.0006903005],"domain_scores_gemma":[0.9985045,0.00014165987,0.000456292,0.00050724414,0.00018985971,0.00020045186],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006105567,0.0005509249,0.0009517469,0.00019560932,0.00020576114,0.00023500378,0.0008925174,0.000190877,0.00028335254],"category_scores_gemma":[0.0001130623,0.0004083932,0.0006487816,0.00032787438,0.000046818124,0.00027683272,0.0003992497,0.00091721985,0.00007131463],"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":[0.00012612873,0.0003191615,0.025499532,0.00189831,0.004372399,0.00013783327,0.0033748744,0.7238107,0.23399776,0.0012383427,0.0038559856,0.0013689806],"study_design_scores_gemma":[0.013871776,0.0019297323,0.77245206,0.011659903,0.004774146,0.0032527614,0.005680028,0.054929677,0.043414194,0.00030136833,0.08244133,0.0052930363],"about_ca_topic_score_codex":0.000016272188,"about_ca_topic_score_gemma":0.000020384197,"teacher_disagreement_score":0.74695253,"about_ca_system_score_codex":0.00051530026,"about_ca_system_score_gemma":0.000051452622,"threshold_uncertainty_score":0.9998368},"labels":[],"label_agreement":null},{"id":"W3045075536","doi":"10.19184/bip.v2i4.16317","title":"ESTIMASI TOTAL AIR TERSEDIA BAGI TANAMAN PADA BERBAGAI TEKSTUR TANAH MENGGUNAKAN METODE PENGUKURAN KANDUNGAN AIR JENUH","year":2019,"lang":"en","type":"article","venue":"Berkala Ilmiah Pertanian","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":6,"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":"Water content; Soil texture; Content (measure theory); Environmental science; Mathematics; Regression analysis; Soil science; Soil water; Geology; Geotechnical engineering; Statistics; Mathematical analysis","score_opus":0.0035259104979921013,"score_gpt":0.1724774170970488,"score_spread":0.1689515065990567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3045075536","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":[0.98279166,0.00062859774,0.00008196337,0.0009544593,0.002164002,0.00060664286,0.00007001892,0.0015126385,0.011190031],"genre_scores_gemma":[0.9955565,0.00008690138,0.0017262016,0.00024116614,0.00046050397,0.000081360624,0.00004136721,0.00011607363,0.0016899466],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99744546,0.00006159784,0.0006118951,0.0006190641,0.00044258128,0.00081939285],"domain_scores_gemma":[0.9987515,0.000087231405,0.00008948272,0.0006666547,0.000096452546,0.00030864627],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017472544,0.0006130814,0.0007211211,0.00015459413,0.00025148087,0.00009633105,0.00039613395,0.00028151897,0.00078935985],"category_scores_gemma":[0.00004960425,0.000564377,0.00024660135,0.00033577706,0.00013721078,0.00034741577,0.00015526028,0.0004522562,0.0007463896],"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":[0.00041740702,0.00072235754,0.036216766,0.0022135184,0.0031918744,0.00057674246,0.0075748176,0.07664603,0.7291489,0.005690266,0.036351833,0.101249486],"study_design_scores_gemma":[0.010748234,0.0013164514,0.4800961,0.001181684,0.0011916895,0.0012716864,0.009162812,0.047264516,0.0782101,0.0019363809,0.35820252,0.009417842],"about_ca_topic_score_codex":0.00032281026,"about_ca_topic_score_gemma":0.0003015849,"teacher_disagreement_score":0.6509388,"about_ca_system_score_codex":0.00014885206,"about_ca_system_score_gemma":0.000040268347,"threshold_uncertainty_score":0.99968076},"labels":[],"label_agreement":null},{"id":"W3046942011","doi":"","title":"Pengolahan Pasir Silika Lokal Skala Pilot Plant sebagai Pengganti Pasir Standar Ottawa untuk Pengujian Kuat Tekan Mortar Semen","year":2020,"lang":"id","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Physics; Animal science; Biology","score_opus":0.0212206811738005,"score_gpt":0.1987904724176784,"score_spread":0.1775697912438779,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3046942011","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":[0.92463315,0.002068295,0.0034351537,0.011555076,0.004385322,0.0024342402,0.0023657682,0.003834784,0.045288235],"genre_scores_gemma":[0.9935388,0.0008963886,0.0009803047,0.00081055576,0.0012156577,0.000069404465,0.0001468414,0.00018211058,0.0021599543],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99480927,0.00019845142,0.0014873765,0.001203401,0.0008880591,0.0014134506],"domain_scores_gemma":[0.99786735,0.00014699774,0.00024320662,0.000708719,0.00020547678,0.0008282435],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00039387413,0.0011699068,0.0014624204,0.00016172447,0.00057792454,0.00038272334,0.000758394,0.00036323865,0.0049990606],"category_scores_gemma":[0.0001666864,0.0010824042,0.0003429526,0.0005803225,0.0003113733,0.00037548353,0.0005790593,0.00091922894,0.0015838348],"study_design_candidate":"not_applicable","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":[0.0024232934,0.0018966562,0.018670233,0.010487176,0.0077195107,0.0021725048,0.012997098,0.012023071,0.64400995,0.033822566,0.23792183,0.015856115],"study_design_scores_gemma":[0.0108219115,0.0058206855,0.023616755,0.00096690917,0.0018570429,0.00044906628,0.016860072,0.018438077,0.18495958,0.0011310116,0.72628134,0.008797559],"about_ca_topic_score_codex":0.0005195205,"about_ca_topic_score_gemma":0.0005722024,"teacher_disagreement_score":0.4883595,"about_ca_system_score_codex":0.00017784834,"about_ca_system_score_gemma":0.00014316155,"threshold_uncertainty_score":0.99919355},"labels":[],"label_agreement":null},{"id":"W3082754436","doi":"10.14288/1.0392974","title":"Evaluation of factors affecting the performance of vacuums used to control respirable crystalline silica in the British Columbia construction industry","year":2020,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Geotechnical and construction materials studies","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":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Control (management); Construction industry; Environmental science; Forensic engineering; Engineering; Business; Construction engineering; Economics; Management","score_opus":0.017945950164205388,"score_gpt":0.18154826841267052,"score_spread":0.16360231824846513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3082754436","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":[0.9988459,0.00006936989,0.000109574976,0.00008475906,0.00008182274,0.00049692387,0.0001238333,0.00004366231,0.00014418009],"genre_scores_gemma":[0.9998542,0.00002537229,0.00006045424,0.000017594446,0.000021054366,0.0000020438445,0.0000036605747,0.0000075337675,0.0000081049975],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9989335,0.00014428158,0.00022341493,0.00016241986,0.0003907018,0.00014568081],"domain_scores_gemma":[0.99937034,0.000086034466,0.00011705566,0.0001382063,0.00024822087,0.00004014323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006291082,0.000040329673,0.0002770219,0.00001605008,0.0002154228,0.000103595645,0.00023346224,0.000117423086,0.000105414445],"category_scores_gemma":[0.00012611233,0.000101142396,0.00006529221,0.00041540782,0.00019829927,0.00013873276,0.000049996775,0.00020763009,9.023264e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005864043,0.0001706672,0.38209996,0.00092419883,0.00037042706,0.000016117689,0.003479557,0.090359405,0.06127979,0.000001360573,0.0029940626,0.4582458],"study_design_scores_gemma":[0.0009813134,0.00011711567,0.98601305,0.00016747111,0.00009405565,0.000015552934,0.0064525,0.005924327,0.00006466459,0.000030154508,0.0000367731,0.00010303133],"about_ca_topic_score_codex":0.07968914,"about_ca_topic_score_gemma":0.28840134,"teacher_disagreement_score":0.60391307,"about_ca_system_score_codex":0.00004150014,"about_ca_system_score_gemma":0.000039670154,"threshold_uncertainty_score":0.9264393},"labels":[],"label_agreement":null},{"id":"W3085834437","doi":"10.22215/etd/2014-10365","title":"Evaluation of Compressibility, Anisotropy and At-rest Lateral Earth Pressure in Champlain Sea Clays","year":2014,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"University of Ottawa","keywords":"Consolidation (business); Geology; Geotechnical engineering; Horizontal and vertical; Vertical orientation; Compressibility; Anisotropy; Geometry; Geodesy; Mechanics; Optics","score_opus":0.014542672878157336,"score_gpt":0.2463435000370406,"score_spread":0.23180082715888328,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3085834437","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":[0.99235,0.0006844636,0.000033532753,0.000007010339,0.00038589214,0.000313611,0.000037202382,0.000082875325,0.006105407],"genre_scores_gemma":[0.99898064,0.0000922621,0.00014191885,0.0000024641377,0.000037415983,0.000042716198,0.00016650998,0.000016144413,0.00051995163],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9989669,0.000087426655,0.00032630892,0.00019182898,0.0003004053,0.0001271513],"domain_scores_gemma":[0.99958956,0.000032441458,0.000064145126,0.00014853601,0.00013804689,0.000027293465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003764379,0.00017016167,0.0003333366,0.0000740246,0.0000336888,0.000015396292,0.00006120711,0.0001980275,0.00036197377],"category_scores_gemma":[0.0000366079,0.00015254309,0.000032379918,0.000052133655,0.000031469986,0.000040940104,0.00003159899,0.00010922739,0.0000067607384],"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":[0.00095645286,0.00037787238,0.067684256,0.018536244,0.0018393234,0.000006979158,0.004087903,0.26423708,0.51363045,0.007854199,0.0020911943,0.11869807],"study_design_scores_gemma":[0.0017535073,0.000092861424,0.8096864,0.00039055408,0.0003918015,0.000004256922,0.00019147877,0.15226834,0.028476743,0.004547958,0.0015740274,0.0006220753],"about_ca_topic_score_codex":0.00018601173,"about_ca_topic_score_gemma":0.0037417042,"teacher_disagreement_score":0.7420021,"about_ca_system_score_codex":0.000018895842,"about_ca_system_score_gemma":0.000012877256,"threshold_uncertainty_score":0.6220526},"labels":[],"label_agreement":null},{"id":"W3086161415","doi":"10.25105/psia.v1i1.5945","title":"PERANCANGAN BANGUNAN PUSAT PERBELANJAAN DAN RUANG SERBAGUNA DENGAN KONSTRUKSI BAJA DI DKI JAKARTA","year":2019,"lang":"id","type":"article","venue":"Prosiding Seminar Intelektual Muda","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":"Physics; Humanities; Art","score_opus":0.007457420565955346,"score_gpt":0.20158941970009028,"score_spread":0.19413199913413492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3086161415","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":[0.9842025,0.0027103317,0.00005780192,0.0003405091,0.0047939373,0.001100432,0.00009047003,0.00081533985,0.0058886698],"genre_scores_gemma":[0.99054664,0.0005800359,0.0007086433,0.0001041196,0.000819532,0.00012003894,0.000057648787,0.0002247573,0.006838563],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.995264,0.0002007648,0.001141054,0.0011976371,0.00066461344,0.0015319331],"domain_scores_gemma":[0.99779814,0.00029928394,0.00026853642,0.0009643367,0.00025788997,0.00041179662],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00054280326,0.0011250415,0.001287811,0.00029751926,0.0006375891,0.0004836217,0.0008295484,0.00061763026,0.00063889904],"category_scores_gemma":[0.00031059535,0.0011285814,0.0004428381,0.0006762814,0.0003542455,0.00049474236,0.00065850554,0.0012468955,0.0019047607],"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":[0.00018820085,0.0002244934,0.024116049,0.0022000866,0.0006499338,0.00008401827,0.007034703,0.00039093796,0.9241057,0.00467707,0.0025773093,0.033751514],"study_design_scores_gemma":[0.002723195,0.0016358037,0.017340805,0.0053374264,0.0007622885,0.0011443752,0.026272692,0.0059525594,0.8664486,0.00058545143,0.06689658,0.004900249],"about_ca_topic_score_codex":0.0002171422,"about_ca_topic_score_gemma":0.00009562122,"teacher_disagreement_score":0.064319275,"about_ca_system_score_codex":0.00040574718,"about_ca_system_score_gemma":0.00009149257,"threshold_uncertainty_score":0.9991164},"labels":[],"label_agreement":null},{"id":"W3093050978","doi":"10.25105/psia.v1i1.5957","title":"ANALISIS DESAIN LEAD RUBBER BEARINGS PADA BANGUNAN STRUKTUR BAJA ENAM LANTAI","year":2019,"lang":"id","type":"article","venue":"Prosiding Seminar Intelektual Muda","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":"Universitas Trisakti; Universitas Indonesia","keywords":"Structural engineering; Physics; Engineering","score_opus":0.008546035806531602,"score_gpt":0.20698749142461367,"score_spread":0.19844145561808207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3093050978","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":[0.9881954,0.0015439396,0.00012514308,0.00035526414,0.0030696515,0.00067391555,0.00009542695,0.0006441762,0.005297052],"genre_scores_gemma":[0.98812807,0.00057953014,0.001064889,0.00013783401,0.00051899557,0.000083166,0.00002406012,0.000137996,0.009325458],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99635196,0.00012071695,0.0008879401,0.0008584037,0.000578386,0.0012026035],"domain_scores_gemma":[0.99836314,0.0003288698,0.00025091946,0.0006215152,0.00021277888,0.00022280114],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0005570188,0.0007696366,0.000985696,0.00023907251,0.0002786135,0.0003577924,0.0005603148,0.0005222325,0.0012923637],"category_scores_gemma":[0.00034429372,0.0007527512,0.00032208164,0.0005665845,0.00014301614,0.0003390701,0.00054608635,0.0008893657,0.002400438],"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":[0.00021643263,0.00017896316,0.028912919,0.0022526255,0.0009172514,0.00006887091,0.0028604513,0.0005413113,0.9238927,0.0016274502,0.021191394,0.017339662],"study_design_scores_gemma":[0.0011779055,0.00073025253,0.005735534,0.0023048525,0.0004366085,0.00024974524,0.0072199316,0.002224317,0.9121035,0.00045066,0.06507035,0.0022963693],"about_ca_topic_score_codex":0.00046478095,"about_ca_topic_score_gemma":0.00004445839,"teacher_disagreement_score":0.043878954,"about_ca_system_score_codex":0.0004893707,"about_ca_system_score_gemma":0.000050074035,"threshold_uncertainty_score":0.9996206},"labels":[],"label_agreement":null},{"id":"W3093210440","doi":"10.30742/axial.v8i2.1030","title":"PERENCANAAN KANTOR DINAS KEBUDAYAAN DAN PARIWISATA MENGGUNAKAN STRUKTUR BAJA SISTEM RANGKA BRESING KONSENTRIK KHUSUS TIPE TWO STORY X DI KOTA YOGYAKARTA","year":2020,"lang":"id","type":"article","venue":"axial jurnal rekayasa dan manajemen konstruksi","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Humanities; Structural engineering; Engineering; Art","score_opus":0.021709129862772587,"score_gpt":0.22661824275191472,"score_spread":0.20490911288914213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3093210440","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":[0.9581591,0.0038469036,0.0009547612,0.0076387194,0.0066981185,0.0016731225,0.00036614187,0.0013520315,0.019311085],"genre_scores_gemma":[0.9928997,0.0010632542,0.0006265613,0.00038402685,0.0033536311,0.00007475363,0.00013286008,0.00029363748,0.001171537],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9908234,0.00088624324,0.0023004871,0.0019413374,0.0016311926,0.0024173348],"domain_scores_gemma":[0.99530864,0.00042955062,0.0008463956,0.0013409684,0.00034820742,0.0017262117],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0008543566,0.0018493995,0.0022721817,0.00037650968,0.0017325063,0.0008963594,0.0017260049,0.00064093247,0.00041809783],"category_scores_gemma":[0.00054548745,0.0019286164,0.0008835181,0.001011974,0.0010017833,0.0007175238,0.0011885719,0.002274313,0.0002665166],"study_design_candidate":"not_applicable","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":[0.0065806666,0.0016915795,0.06961364,0.0103037665,0.0171417,0.005920064,0.016659508,0.007208081,0.33197567,0.10659085,0.036053684,0.3902608],"study_design_scores_gemma":[0.02385847,0.0038244582,0.11275633,0.003477244,0.007001317,0.0018161957,0.033689424,0.01346368,0.028533867,0.0010963918,0.75742537,0.013057269],"about_ca_topic_score_codex":0.0003935991,"about_ca_topic_score_gemma":0.0006864639,"teacher_disagreement_score":0.72137165,"about_ca_system_score_codex":0.0006956029,"about_ca_system_score_gemma":0.00044637793,"threshold_uncertainty_score":0.9995671},"labels":[],"label_agreement":null},{"id":"W3093930084","doi":"10.25105/psia.v1i1.5928","title":"Desain Fluid Viscous Damper Pada Bangunan Struktur Baja Enam Lantai","year":2019,"lang":"id","type":"article","venue":"Prosiding Seminar Intelektual Muda","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":"Structural engineering; Damper; Physics; Engineering","score_opus":0.007618576107381874,"score_gpt":0.20760776003965706,"score_spread":0.1999891839322752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3093930084","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":[0.9850757,0.002428548,0.00017184335,0.00033144865,0.0050079273,0.000867501,0.00011666615,0.0007397607,0.0052605667],"genre_scores_gemma":[0.9846895,0.0008129512,0.0008644522,0.00014942152,0.0006716852,0.00010013605,0.000025303776,0.00015027879,0.012536296],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.996309,0.00013377078,0.00089754147,0.0008648246,0.0005652995,0.0012295948],"domain_scores_gemma":[0.99833715,0.00033433,0.00020789553,0.0006791505,0.00019633312,0.00024513892],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0005340472,0.0007992035,0.00096759415,0.00019547979,0.00028020525,0.00031935924,0.0005749347,0.0005192991,0.0016504675],"category_scores_gemma":[0.00033936987,0.0007612749,0.00028625363,0.00042626966,0.00014012975,0.00030597427,0.0005231168,0.0008022403,0.00373479],"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":[0.0001418358,0.00011560843,0.002212517,0.0012027026,0.00040180443,0.000047521895,0.0014791007,0.0004894407,0.97176,0.0012265327,0.012180812,0.008742178],"study_design_scores_gemma":[0.0010683892,0.00079195056,0.0009866209,0.0017904538,0.000272444,0.00030994415,0.0039895186,0.0019048088,0.8812289,0.00044275977,0.10532122,0.0018929634],"about_ca_topic_score_codex":0.00019193941,"about_ca_topic_score_gemma":0.000025815387,"teacher_disagreement_score":0.09314041,"about_ca_system_score_codex":0.0004847938,"about_ca_system_score_gemma":0.00006663285,"threshold_uncertainty_score":0.9994838},"labels":[],"label_agreement":null},{"id":"W3095235771","doi":"10.25105/psia.v1i1.5964","title":"PENGARUH MOLARITAS ALKALI TERHADAP KUAT TARIK BELAH BETON GEOPOLIMER BERBASIS FLY ASH EX PLTU CIREBON POWER","year":2019,"lang":"id","type":"article","venue":"Prosiding Seminar Intelektual Muda","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Fly ash; Waste management; Physics; Materials science; Engineering","score_opus":0.007490413009509797,"score_gpt":0.20395256524289263,"score_spread":0.19646215223338281,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3095235771","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":[0.97196263,0.0042298534,0.00015345025,0.00073864317,0.005980008,0.0013677591,0.0001162902,0.000875285,0.014576069],"genre_scores_gemma":[0.98350227,0.00044974184,0.0012823023,0.00028910793,0.0004912846,0.00012612269,0.00006204483,0.00022973484,0.013567378],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99491346,0.00018145159,0.0012867014,0.0012563663,0.0007877354,0.001574297],"domain_scores_gemma":[0.99768716,0.00039610747,0.00031618957,0.0009436785,0.0003035965,0.0003532853],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00067206036,0.0011519063,0.0013474403,0.0003193031,0.0005001224,0.00043446134,0.0007512407,0.0007987474,0.0024536957],"category_scores_gemma":[0.00034988785,0.0011760122,0.00047886002,0.00057831313,0.0003323117,0.0005549168,0.0008766757,0.0013069109,0.0033958682],"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":[0.00034788423,0.00053347123,0.005008456,0.0020580615,0.0016457634,0.000091731934,0.0076874644,0.0005278173,0.9274235,0.005026811,0.03962871,0.0100203715],"study_design_scores_gemma":[0.0019257843,0.0018923379,0.0031560517,0.00276871,0.00086175435,0.00042105874,0.009235766,0.0011672426,0.80429244,0.001566385,0.16893566,0.0037768085],"about_ca_topic_score_codex":0.0004311819,"about_ca_topic_score_gemma":0.000041268486,"teacher_disagreement_score":0.12930694,"about_ca_system_score_codex":0.0004425948,"about_ca_system_score_gemma":0.000082187835,"threshold_uncertainty_score":0.999069},"labels":[],"label_agreement":null},{"id":"W3113525853","doi":"10.1088/1757-899x/1007/1/012178","title":"Design alternative on peat soil","year":2020,"lang":"en","type":"article","venue":"IOP Conference Series Materials Science and Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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":"Peat; Environmental science; Dewatering; Hectare; Geotechnical engineering; Mining engineering; Geology; Soil science; Geography; Agriculture; Archaeology","score_opus":0.02704228730498473,"score_gpt":0.1988119113671533,"score_spread":0.17176962406216856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3113525853","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":[0.986645,0.00004402592,0.010250334,0.0005964879,0.0009898288,0.00015808003,0.000015834681,0.0005933694,0.00070705556],"genre_scores_gemma":[0.99832505,0.00019498184,0.0011973704,0.00008904855,0.00013922916,0.00002760192,9.190895e-7,0.000015590103,0.000010203433],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989879,0.000009882393,0.00019418991,0.0002588067,0.0002316414,0.00031759508],"domain_scores_gemma":[0.99961907,0.000019082752,0.00002224636,0.00010697166,0.00009021551,0.00014243124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018545607,0.00019967207,0.00023441603,0.00006475295,0.00013403402,0.00027241575,0.00021466288,0.000040123483,0.00010415307],"category_scores_gemma":[0.000098465964,0.00017673634,0.000012205623,0.00021425012,0.00022773835,0.00041123084,0.000094567615,0.0000736204,0.00004372604],"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":[0.000017280874,0.0000018051186,8.042818e-7,0.000057742356,0.000007534607,0.00000424313,0.00033074152,0.035572585,0.96037745,0.0027523863,0.00003827615,0.0008391398],"study_design_scores_gemma":[0.0001127218,0.00012331203,0.00015104555,0.000043669257,0.000005754596,0.000012857677,0.00014247111,0.013248779,0.9851656,0.00019878913,0.00054977153,0.00024525978],"about_ca_topic_score_codex":0.0000059695053,"about_ca_topic_score_gemma":3.5162103e-7,"teacher_disagreement_score":0.02478811,"about_ca_system_score_codex":0.000025782223,"about_ca_system_score_gemma":0.000028878037,"threshold_uncertainty_score":0.7207099},"labels":[],"label_agreement":null},{"id":"W3119470956","doi":"10.1108/ohi-02-2018-b0013","title":"Adaptation of Sustainable Community to the Site's Natural Condition","year":2018,"lang":"en","type":"article","venue":"Open House International","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":true,"ca_institutions":"McGill University","funders":"","keywords":"Site planning; Terrain; Documentation; Site selection; Natural (archaeology); Civil engineering; Plan (archaeology); Site plan; Pillar; Grading (engineering); Environmental planning; Engineering; Environmental resource management; Site analysis; Architectural engineering; Geography; Urban planning; Computer science; Cartography; Environmental science; Regional planning; Archaeology","score_opus":0.016050952683760843,"score_gpt":0.25767481500506795,"score_spread":0.24162386232130711,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3119470956","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":[0.98790234,0.000012548826,0.0031045729,0.0007768213,0.00076948106,0.00021371397,0.000024160343,0.00009694767,0.0070994142],"genre_scores_gemma":[0.99877113,0.0000042727384,0.00047536427,0.000114208044,0.00010277721,0.000029826408,0.000011974658,0.000007786777,0.00048267946],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99964774,0.000027653863,0.000118362324,0.000043114254,0.00009246424,0.0000706553],"domain_scores_gemma":[0.9995618,0.000029667333,0.000024867893,0.00010604708,0.00026439453,0.000013214336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015274047,0.000047158563,0.00006108698,0.000032305983,0.00013574431,0.00006597604,0.00029174346,0.000016648848,0.00020746366],"category_scores_gemma":[0.00006312683,0.000035759724,0.000015449745,0.00007114105,0.0000511346,0.00015180881,0.00019824992,0.000072218136,0.00010062875],"study_design_candidate":"not_applicable","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":[0.0009258824,0.0005080331,0.0036331818,0.0002499119,0.0012950989,0.000018612196,0.03089341,0.1575655,0.16173811,0.32624367,0.22999077,0.0869378],"study_design_scores_gemma":[0.0020727578,0.00052367453,0.088582486,0.00016356586,0.00006175243,0.00006074009,0.027494816,0.045053244,0.11956703,0.014286142,0.7013575,0.00077629305],"about_ca_topic_score_codex":0.0007681355,"about_ca_topic_score_gemma":0.00044956547,"teacher_disagreement_score":0.47136673,"about_ca_system_score_codex":0.000032590688,"about_ca_system_score_gemma":0.000006847032,"threshold_uncertainty_score":0.22715816},"labels":[],"label_agreement":null},{"id":"W3120364171","doi":"10.17515/resm2020.226st0921","title":"Prediction of chloride ingress for palm kernel shell concrete","year":2021,"lang":"en","type":"article","venue":"Research on Engineering Structures and Materials","topic":"Geotechnical and construction materials studies","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 Windsor","funders":"","keywords":"Palm kernel; Palm; Shell (structure); Kernel (algebra); Chloride; Environmental science; Computer science; Materials science; Composite material; Metallurgy; Mathematics; Physics; Palm oil; Agroforestry; Combinatorics","score_opus":0.04375649447035963,"score_gpt":0.28128954875083184,"score_spread":0.23753305428047222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3120364171","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":[0.9964094,0.00039698018,0.0012146037,0.000048587837,0.0010324913,0.00022072857,0.0004239936,0.00015292881,0.00010025508],"genre_scores_gemma":[0.9980755,0.00058021996,0.0009203772,0.0000062576537,0.0002595171,0.00006461975,0.000025204132,0.000028213279,0.00004011216],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999035,0.000025435995,0.00026512815,0.00018666543,0.00019450892,0.00029328448],"domain_scores_gemma":[0.9994771,0.00013332676,0.00002159,0.00015917541,0.0001454299,0.00006341024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028062103,0.00013800382,0.00028196213,0.00010144341,0.00007029045,0.000062412495,0.00007623974,0.000099983336,0.00006144718],"category_scores_gemma":[0.00015037014,0.00012341213,0.0000344758,0.0001089561,0.0000616107,0.000044586686,0.00006239351,0.0001009455,0.0000012975222],"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":[0.000050228064,0.0000017250909,0.0000065156064,0.0008280951,0.000063927655,0.0000033959632,0.000033146112,0.0089368215,0.9752884,0.014119153,0.00026900714,0.00039958645],"study_design_scores_gemma":[0.0003358434,0.0000812474,0.00186856,0.00010444995,0.000010337271,0.000015457319,0.000052131418,0.0011919306,0.990517,0.0018007947,0.003909124,0.00011309746],"about_ca_topic_score_codex":0.000008734449,"about_ca_topic_score_gemma":3.2848993e-7,"teacher_disagreement_score":0.015228628,"about_ca_system_score_codex":0.000021487693,"about_ca_system_score_gemma":0.000013367239,"threshold_uncertainty_score":0.5032601},"labels":[],"label_agreement":null},{"id":"W3124271845","doi":"10.31000/jt.v10i1.4025","title":"Struktur SRPMK DAN SRPMM Pada Bangunan Tinggi (Structure of SRMK and SRMM on High Building)","year":2021,"lang":"en","type":"article","venue":"Jurnal Teknik","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Plan (archaeology); Earthquake resistance; Seismic zone; Engineering; Structural engineering; Geography; Civil engineering; Archaeology; Induced seismicity","score_opus":0.004503144706071237,"score_gpt":0.18834517287076427,"score_spread":0.18384202816469303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3124271845","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":[0.997471,0.00038369812,0.000035655594,0.0002384838,0.00094394793,0.00004466175,0.000044492568,0.000120869096,0.00071722415],"genre_scores_gemma":[0.9979707,0.00015225021,0.0012803205,0.000073444724,0.00035038628,0.0000019504093,0.0000030522392,0.00001888593,0.00014900725],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991546,0.000020238866,0.00025793244,0.0001747677,0.00018319818,0.00020926226],"domain_scores_gemma":[0.9995914,0.000045358185,0.000063414445,0.0001632639,0.00006673348,0.00006984879],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000045491845,0.00016433965,0.00028050563,0.00004719273,0.00007228636,0.000038574315,0.00008247568,0.0001100954,0.00011589016],"category_scores_gemma":[0.00005918207,0.00014065074,0.000053875672,0.00013307577,0.000045106153,0.000049219765,0.000072154435,0.00022098173,0.0000031960897],"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":[0.000023076695,0.000016887117,0.0013416284,0.0001785037,0.00013325241,0.000033640696,0.000062180174,0.0015415836,0.9753566,0.0026736036,0.0019464183,0.016692646],"study_design_scores_gemma":[0.00069537165,0.00013725122,0.03667525,0.00021927783,0.00007720442,0.00020619074,0.00019172429,0.00016003748,0.9143149,0.0032095022,0.043668345,0.0004449505],"about_ca_topic_score_codex":0.000015209511,"about_ca_topic_score_gemma":0.000015004079,"teacher_disagreement_score":0.061041683,"about_ca_system_score_codex":0.000031535466,"about_ca_system_score_gemma":0.000013784926,"threshold_uncertainty_score":0.5735571},"labels":[],"label_agreement":null},{"id":"W3125672658","doi":"10.5267/j.esm.2021.1.003","title":"Soil shrinkage and consolidation study on flood embankments in swamp irrigation areas","year":2021,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Universitas Lampung","keywords":"Levee; Consolidation (business); Flood myth; Geotechnical engineering; Swamp; Shrinkage; Hydrology (agriculture); Irrigation; Environmental science; Geology; Geography","score_opus":0.008206186586843828,"score_gpt":0.20754349910757725,"score_spread":0.19933731252073342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3125672658","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":[0.9892772,0.00014523268,0.009050049,0.000028241078,0.0007888354,0.00018411674,0.000007020305,0.00031570697,0.00020363618],"genre_scores_gemma":[0.9994056,0.00007357345,0.0003658923,0.000013822947,0.00005131097,0.000034569293,0.000009203885,0.00002557109,0.000020429165],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992195,0.000017680113,0.00024505125,0.00019451667,0.00013097092,0.00019230197],"domain_scores_gemma":[0.99972045,0.00002599964,0.000019360434,0.00015655461,0.000030626346,0.00004700327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011612687,0.00016230589,0.00021103985,0.00009494638,0.000037828533,0.000041868556,0.00004844403,0.00006998112,0.000019876148],"category_scores_gemma":[0.000058141035,0.00018079247,0.000022821849,0.00017251793,0.0000042772094,0.00007256169,0.000047571935,0.00014740179,0.000014879171],"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":[0.000015742125,0.00027159275,0.00035899764,0.00024826732,0.0001966192,0.000109469176,0.0012642299,0.74505574,0.23758149,0.011180738,0.00004132043,0.0036757826],"study_design_scores_gemma":[0.0038629952,0.0003919012,0.01898356,0.00048109464,0.00011931211,0.00010378526,0.003086322,0.46415767,0.50162673,0.00479051,0.0009501015,0.0014460243],"about_ca_topic_score_codex":0.000002789799,"about_ca_topic_score_gemma":0.000012071079,"teacher_disagreement_score":0.28089806,"about_ca_system_score_codex":0.000049869257,"about_ca_system_score_gemma":0.000008569446,"threshold_uncertainty_score":0.7372503},"labels":[],"label_agreement":null},{"id":"W3126749203","doi":"10.21776/ub.rekayasasipil.2020.014.03.9","title":"Mitigasi Bencana Berdasarkan Nilai Shear Strain Tanah Akibat Gempa Bumi Pada Tempat Pembuangan Akhir (TPA) Ngipik, Gresik","year":2020,"lang":"en","type":"article","venue":"Rekayasa Sipil","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Microtremor; Seismology; Geotechnical engineering; Shear (geology); Geology; Ground motion; Environmental science; Physics","score_opus":0.014079794981102524,"score_gpt":0.1870962477145169,"score_spread":0.1730164527334144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3126749203","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":[0.9778722,0.0022334552,0.0006928954,0.0057195756,0.0014863336,0.0005870444,0.00042184634,0.002079352,0.008907324],"genre_scores_gemma":[0.9972162,0.00030882374,0.00087923516,0.00056852645,0.00061641925,0.00004205756,0.00003901696,0.000083809675,0.00024589582],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99788105,0.0000622146,0.0005332655,0.00048689108,0.00038949653,0.00064706214],"domain_scores_gemma":[0.99901915,0.000059599384,0.00007228925,0.0003802545,0.0000808229,0.0003878767],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00013087991,0.00044103738,0.0005621175,0.00008238866,0.00022105454,0.00010874943,0.00036073275,0.00019398508,0.000510064],"category_scores_gemma":[0.0000946449,0.0004268035,0.00019243316,0.00038573597,0.00015354027,0.00019214126,0.00015080912,0.00036159068,0.0003118324],"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":[0.00023633883,0.0002607522,0.008065352,0.0030795964,0.0013888576,0.00063594175,0.0037474206,0.020528475,0.7150937,0.006306786,0.16776401,0.07289279],"study_design_scores_gemma":[0.006590159,0.0015591326,0.07149012,0.0010138676,0.0008314698,0.00039166422,0.009302268,0.01904845,0.20159139,0.0063279467,0.67433125,0.007522264],"about_ca_topic_score_codex":0.000093717164,"about_ca_topic_score_gemma":0.00006458134,"teacher_disagreement_score":0.5135023,"about_ca_system_score_codex":0.00008606259,"about_ca_system_score_gemma":0.00004164127,"threshold_uncertainty_score":0.9998184},"labels":[],"label_agreement":null},{"id":"W3130126558","doi":"10.21831/jpts.v2i2.36345","title":"EFEKTIVITAS MODUL ESTIMASI BIAYA KONSTRUKSI JALAN PADA MATA PELAJARAN ESTIMASI BIAYA KONSTRUKSI DI SMK N 1 PURWOREJO","year":2020,"lang":"id","type":"article","venue":"Jurnal Pendidikan Teknik Sipil","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":9,"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":"Physics; Humanities; Mathematics; Art","score_opus":0.021444898734258838,"score_gpt":0.21431244266882277,"score_spread":0.19286754393456393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3130126558","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":[0.9256107,0.0072339596,0.010041506,0.014702026,0.009875959,0.002569098,0.002108813,0.004253922,0.02360399],"genre_scores_gemma":[0.98993117,0.0011448778,0.0046158545,0.0004164184,0.0022883746,0.000121112666,0.0001865743,0.0003826775,0.0009129534],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99117655,0.0004467131,0.0024404991,0.0019972979,0.0015369409,0.0024020025],"domain_scores_gemma":[0.99541795,0.00045344632,0.0007699014,0.001373873,0.00030512328,0.0016797207],"candidate_categories":["metaepi_narrow","scholarly_communication","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.00065748626,0.0020475844,0.0024618607,0.00046750662,0.0012808752,0.0010518255,0.0017575808,0.000890286,0.0020255141],"category_scores_gemma":[0.0007387795,0.0020547449,0.0009823758,0.0014014523,0.0010648211,0.0009961165,0.0012694257,0.0027668139,0.0033594898],"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":[0.0036552493,0.0028788543,0.075027965,0.011109188,0.009887373,0.006586369,0.006190171,0.04654819,0.36876574,0.013862617,0.08102295,0.37446532],"study_design_scores_gemma":[0.027871752,0.007662783,0.18259555,0.0068659154,0.008558451,0.010074167,0.009997385,0.18462265,0.1594497,0.008674777,0.36812958,0.025497306],"about_ca_topic_score_codex":0.00024840247,"about_ca_topic_score_gemma":0.000068687106,"teacher_disagreement_score":0.34896803,"about_ca_system_score_codex":0.000362189,"about_ca_system_score_gemma":0.0002967785,"threshold_uncertainty_score":0.99998516},"labels":[],"label_agreement":null},{"id":"W3133846864","doi":"10.21009/jmenara.v7i1.7942","title":"PERBANDINGAN VOLUME KEBUTUHAN MATERIAL KUDA-KUDA RANGKA ATAP BAJA TIPE PRATT, HOWE, COMPOUND FAN","year":2012,"lang":"id","type":"article","venue":"Menara Jurnal Teknik Sipil","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics","score_opus":0.013132207998014301,"score_gpt":0.21248573488833256,"score_spread":0.19935352689031827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133846864","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":[0.9741451,0.0034283844,0.00035436137,0.0008457035,0.013239157,0.0006038692,0.00037863743,0.0007064739,0.0062983106],"genre_scores_gemma":[0.98713315,0.0007599171,0.00054932723,0.00012146767,0.0052216626,0.000077894074,0.000088482906,0.00017206614,0.0058760517],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9953188,0.00027187238,0.0012271022,0.00063392794,0.00074671773,0.0018015986],"domain_scores_gemma":[0.99807,0.000087370034,0.00034882053,0.0006622984,0.00017108499,0.00066045165],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0007743305,0.0009969414,0.0012411408,0.00023571275,0.000855955,0.00058080454,0.0006065154,0.00049321045,0.003810492],"category_scores_gemma":[0.000080147394,0.00093946763,0.00037776236,0.00040212637,0.00039656926,0.0007611767,0.00044703903,0.00078254426,0.002464618],"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":[0.0012906495,0.0011249726,0.01878727,0.0021842944,0.002160789,0.00020864035,0.0041801343,0.00037682132,0.8848623,0.0024209158,0.07046412,0.01193907],"study_design_scores_gemma":[0.004301659,0.0008186565,0.03134929,0.00079452567,0.00091138174,0.0013904274,0.0018189353,0.0006045547,0.105916545,0.00036134355,0.84834504,0.003387652],"about_ca_topic_score_codex":0.00009878675,"about_ca_topic_score_gemma":0.000019517174,"teacher_disagreement_score":0.7789458,"about_ca_system_score_codex":0.00035837112,"about_ca_system_score_gemma":0.00007100241,"threshold_uncertainty_score":0.9993056},"labels":[],"label_agreement":null},{"id":"W31352018","doi":"10.21831/ino.v16i1.3252","title":"TEKNOLOGI PEMBUATAN BAHAN BANGUNAN BERBAHANPASIR (BATAKO) HASIL ERUPSI MERAPIDI LERENG BAGIAN UTARA","year":2012,"lang":"en","type":"article","venue":"INOTEKS Jurnal Inovasi Ilmu Pengetahuan Teknologi dan Seni","topic":"Geotechnical and construction materials studies","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":"WiLAN (Canada)","funders":"","keywords":"Production (economics); Raw material; Building material; Quality (philosophy); Vocational education; Java; Engineering; Environmental science; Civil engineering; Computer science; Psychology; Physics; Pedagogy","score_opus":0.02286637513694806,"score_gpt":0.2274581624808146,"score_spread":0.20459178734386654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W31352018","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":[0.9789962,0.0058413497,0.0005228385,0.0009841197,0.0036313217,0.0005644827,0.00012524435,0.0025533284,0.0067811147],"genre_scores_gemma":[0.9910984,0.0011091969,0.005328765,0.00037464322,0.001476798,0.00011399595,0.00007257011,0.00016611765,0.00025948937],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99468774,0.0002566305,0.0014180082,0.0008096965,0.00067477755,0.002153173],"domain_scores_gemma":[0.99743825,0.00023330354,0.00032684667,0.0011730738,0.00024426047,0.00058425404],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007606823,0.0011217461,0.0012613594,0.00054112315,0.0006272714,0.00026440417,0.0011230933,0.00082421204,0.00058347825],"category_scores_gemma":[0.00030127374,0.000999493,0.00045738433,0.00078365527,0.00072913826,0.0009845962,0.00054993667,0.0016324626,0.0006559568],"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":[0.00041602872,0.0012244931,0.06426165,0.0010627143,0.0034361847,0.001002267,0.0039620674,0.0038435783,0.41333088,0.017375782,0.024054142,0.4660302],"study_design_scores_gemma":[0.005104695,0.0011624987,0.19735365,0.0005693886,0.00096445094,0.0067076674,0.0052223764,0.0016992918,0.33146125,0.003168016,0.43965507,0.006931657],"about_ca_topic_score_codex":0.00010205879,"about_ca_topic_score_gemma":0.00012891254,"teacher_disagreement_score":0.45909855,"about_ca_system_score_codex":0.0002963015,"about_ca_system_score_gemma":0.00006970598,"threshold_uncertainty_score":0.9992455},"labels":[],"label_agreement":null},{"id":"W3135700308","doi":"10.2749/newyork.2019.2337","title":"Design of Integral Abutment Bridges for a Lateral Slide Replacement","year":2019,"lang":"en","type":"article","venue":"Report","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":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Abutment; Span (engineering); Bridge (graph theory); Girder; Structural engineering; Demolition; Caisson; Deck; Christian ministry; Pile; Overlay; Engineering; Slab; Formwork; Civil engineering; Computer science","score_opus":0.014657672811756423,"score_gpt":0.2238742948581212,"score_spread":0.20921662204636476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3135700308","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":[0.95433897,0.00005792178,0.04347997,0.00005047765,0.00073110807,0.00043041658,0.0000050614385,0.00013441738,0.00077167613],"genre_scores_gemma":[0.9949472,0.000016423292,0.0042091203,0.000006361031,0.000028497865,0.000057585054,0.000004410764,0.0000080383425,0.0007223625],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995004,0.0000044233325,0.00024239128,0.00009030781,0.00006621903,0.00009624879],"domain_scores_gemma":[0.999763,0.000014652793,0.00004286344,0.00013119998,0.00003330089,0.000014975196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012744221,0.000064628504,0.00014749294,0.000018623743,0.000011101229,0.0000057573593,0.000030897143,0.00002478006,0.000056983365],"category_scores_gemma":[0.000010985327,0.00005273438,0.000038815244,0.000020594607,0.000010487887,0.000021537537,0.000015788992,0.000021526905,0.000010368618],"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":[0.00040986686,0.00013202478,0.038315386,0.0013348043,0.0008353232,0.00008300351,0.00048801932,0.14170198,0.793166,0.0024318341,0.0102533465,0.010848439],"study_design_scores_gemma":[0.0018027856,0.0008261073,0.018171815,0.00023728766,0.000114778704,0.00075450685,0.0002563049,0.019574745,0.9136064,0.0036435097,0.040315237,0.0006964981],"about_ca_topic_score_codex":0.000007871103,"about_ca_topic_score_gemma":4.5796196e-7,"teacher_disagreement_score":0.122127235,"about_ca_system_score_codex":0.000023814218,"about_ca_system_score_gemma":0.000007562369,"threshold_uncertainty_score":0.21504456},"labels":[],"label_agreement":null},{"id":"W3138451517","doi":"10.1088/1757-899x/495/1/012099","title":"The Effect of Rainfall Variability on Slope Stability in Canada Hill, Miri","year":2019,"lang":"en","type":"article","venue":"IOP Conference Series Materials Science and Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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":"Slope stability; Landslide; Vegetation and slope stability; Infiltration (HVAC); Geotechnical engineering; Intensity (physics); Permeability (electromagnetism); Residual; Hydrology (agriculture); Geology; Factor of safety; Soil water; Pore water pressure; Surface runoff; Environmental science; Soil science; Mathematics; Meteorology; Geography","score_opus":0.005123565249241788,"score_gpt":0.16870510458246424,"score_spread":0.16358153933322245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3138451517","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":[0.99801254,0.000022365548,0.000019415964,0.00007605984,0.0011385042,0.0002450789,0.000018644094,0.00005173332,0.00041567895],"genre_scores_gemma":[0.99984574,0.00006169618,0.000034063276,0.0000047397675,0.000014006959,0.000027885186,6.3509833e-7,0.0000069741313,0.00000425715],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99884146,0.000045043118,0.0003269442,0.0002151511,0.00024804828,0.00032333087],"domain_scores_gemma":[0.9993745,0.00020368185,0.00003495408,0.0002597414,0.000070505586,0.000056579192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014874026,0.00016556548,0.00031005027,0.000042004893,0.00007717864,0.0000867621,0.00023395538,0.000034770335,0.000068076726],"category_scores_gemma":[0.0003207763,0.00011327445,0.00001271197,0.00021578587,0.00021425306,0.00019961498,0.00009379993,0.00008368594,0.0000029999544],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047134174,0.000001824419,0.0015370024,0.0002877365,0.000006238154,7.651896e-7,0.00007957029,0.005117796,0.989642,0.0014490781,0.000003607435,0.0018271955],"study_design_scores_gemma":[0.000184411,0.000116484734,0.03726906,0.00007642234,0.000003697442,0.000004136483,0.00012518428,0.0022033427,0.9593686,0.00011986136,0.0003396029,0.00018922576],"about_ca_topic_score_codex":0.016654074,"about_ca_topic_score_gemma":0.013880156,"teacher_disagreement_score":0.035732057,"about_ca_system_score_codex":0.00015925815,"about_ca_system_score_gemma":0.0001682175,"threshold_uncertainty_score":0.9898941},"labels":[],"label_agreement":null},{"id":"W3152270959","doi":"10.32666/tatasejuta.v7i1.195","title":"Penanggualangan Bencana Melalui Program Sekolah Pendidikan Aman Bencana (SPAB) di Kota Malang","year":2021,"lang":"id","type":"article","venue":"Jurnal Ilmiah Tata Sejuta STIA Mataram","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":"Psychology","score_opus":0.011814164402532277,"score_gpt":0.23999208149777554,"score_spread":0.22817791709524327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3152270959","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":[0.9657184,0.010061561,0.00041990032,0.003629672,0.006704047,0.0015409037,0.0018732798,0.0017810434,0.0082711885],"genre_scores_gemma":[0.98622084,0.0025278782,0.0039241496,0.00036295422,0.0015125342,0.00020124299,0.0008895878,0.00026678745,0.0040940153],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9939601,0.0002805838,0.001518492,0.0013266398,0.0010724639,0.0018417265],"domain_scores_gemma":[0.9968573,0.00018061753,0.00040108841,0.0013647369,0.00040801443,0.0007882784],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0004433497,0.0011925857,0.0014366208,0.00028508995,0.0007476055,0.0009950541,0.0010183955,0.00056115317,0.002697413],"category_scores_gemma":[0.0002541887,0.0011981169,0.000494729,0.0009937469,0.0003917204,0.00064897863,0.0009949519,0.0014898854,0.0010339491],"study_design_candidate":"not_applicable","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":[0.0010955731,0.005513481,0.041542415,0.015185585,0.013549267,0.023766626,0.007885146,0.012371942,0.1480346,0.020181585,0.22887675,0.481997],"study_design_scores_gemma":[0.0061616125,0.0018487344,0.24303351,0.003312003,0.0039100256,0.00689409,0.009384573,0.014017727,0.041438196,0.0020882539,0.65965885,0.008252426],"about_ca_topic_score_codex":0.0015130905,"about_ca_topic_score_gemma":0.0012158152,"teacher_disagreement_score":0.4737446,"about_ca_system_score_codex":0.00033044166,"about_ca_system_score_gemma":0.00036791657,"threshold_uncertainty_score":0.9997439},"labels":[],"label_agreement":null},{"id":"W3178020184","doi":"10.14758/set-revue.2016.18.03","title":"Innovation canadienne : un géocomposite conducteur pour les résidus de sables bitumineux","year":2016,"lang":"fr","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Geochemistry; Radiochemistry; Geology; Chemistry","score_opus":0.010736321408139708,"score_gpt":0.18767719239791233,"score_spread":0.17694087098977263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3178020184","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":[0.81448364,0.0023301514,0.10012858,0.07217875,0.00063632504,0.00023072965,0.00013797324,0.00036346834,0.009510377],"genre_scores_gemma":[0.9404184,0.0014478441,0.034530964,0.00010069262,0.00009208847,0.00004885888,0.000046841218,0.000055893048,0.023258366],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9965757,0.0015547487,0.0006116279,0.00043713226,0.00017863678,0.0006421162],"domain_scores_gemma":[0.9964774,0.0008101137,0.00022896002,0.0007672856,0.001536495,0.00017971126],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.002226488,0.0003234269,0.0003316379,0.00021162693,0.0004279599,0.00016149858,0.00048717763,0.00023662236,0.0011473275],"category_scores_gemma":[0.0010358212,0.0002967886,0.00009507031,0.00071751303,0.0004163403,0.00025074635,0.00026615732,0.00022692581,0.00016324404],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008568413,0.00015465425,0.0030878945,0.00014362398,0.0001138785,0.000008967257,0.0011528243,0.00011625131,0.44667634,0.32823446,0.002153006,0.21814954],"study_design_scores_gemma":[0.0013930151,0.0000015567357,0.016974244,0.002359559,0.00010546678,0.00014876635,0.00032814956,0.00271201,0.81291854,0.024516532,0.13772923,0.00081293547],"about_ca_topic_score_codex":0.0102006495,"about_ca_topic_score_gemma":0.009988844,"teacher_disagreement_score":0.3662422,"about_ca_system_score_codex":0.0002786803,"about_ca_system_score_gemma":0.00015041114,"threshold_uncertainty_score":0.99994844},"labels":[],"label_agreement":null},{"id":"W3182507302","doi":"10.47178/dynamicsaint.v6i1.1235","title":"PERENCANAAN GEDUNG BERLANTAI BANYAK DENGAN METODE SISTEM RANGKA PEMIKUL MOMEN KHUSUS (SRPMK) KABUPATEN TANA TORAJA","year":2021,"lang":"id","type":"article","venue":"Journal Dynamic Saint","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Humanities; Philosophy","score_opus":0.007686630612401417,"score_gpt":0.21238930100074024,"score_spread":0.20470267038833884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3182507302","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":[0.96997494,0.012519825,0.0026457265,0.0033290442,0.0069424077,0.00029242222,0.00012209517,0.00031851282,0.0038550326],"genre_scores_gemma":[0.986677,0.0047900015,0.0012838931,0.000115426184,0.0007088443,0.000020012605,0.000030317275,0.00011079064,0.0062637418],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99598587,0.00035044976,0.0013384103,0.0005677238,0.0006889023,0.0010686248],"domain_scores_gemma":[0.99798703,0.0001478949,0.00037204052,0.00052585633,0.00044427742,0.0005229071],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006724418,0.0006838053,0.0011244434,0.00022481068,0.0006870503,0.00052626885,0.00047159137,0.00037800588,0.001408839],"category_scores_gemma":[0.00020199486,0.0006433876,0.0005719791,0.00045113757,0.0001389318,0.00023378544,0.0003025981,0.0013697618,0.0001774077],"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":[0.0006670008,0.0011604682,0.009617346,0.0041108527,0.014186714,0.015116138,0.0068588783,0.058812726,0.65117383,0.006865003,0.009159432,0.22227159],"study_design_scores_gemma":[0.019169688,0.001985273,0.34702197,0.007676795,0.009279093,0.07120285,0.05508807,0.24200541,0.033090778,0.015695125,0.18376331,0.014021654],"about_ca_topic_score_codex":0.00023564686,"about_ca_topic_score_gemma":0.00057384884,"teacher_disagreement_score":0.61808306,"about_ca_system_score_codex":0.0017764582,"about_ca_system_score_gemma":0.00027436187,"threshold_uncertainty_score":0.9996017},"labels":[],"label_agreement":null},{"id":"W3183218005","doi":"10.26593/jhpji.v7i2.5055.107-124","title":"INOVASI METODE KERJA PADA KONSTRUKSI TIANG BOR BETON DI TANAH LUNAK PADA PENGGANTIAN JEMBATAN SEI ALALAK","year":2021,"lang":"en","type":"article","venue":"Jurnal HPJI","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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":"Physics; Bridge (graph theory); Humanities; Pile; Structural engineering; Engineering; Art","score_opus":0.008219436567659763,"score_gpt":0.1981020338474761,"score_spread":0.18988259727981632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3183218005","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":[0.983934,0.0021436901,0.0017282128,0.00081366004,0.0024051669,0.00015014605,0.00009311235,0.00058903545,0.008142984],"genre_scores_gemma":[0.997397,0.0004829383,0.0010137311,0.00010862692,0.00043182127,0.000019642579,0.00002360174,0.000049088034,0.00047356542],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99832886,0.000048376678,0.0004917992,0.00032262655,0.00032246477,0.00048589337],"domain_scores_gemma":[0.9992299,0.00004419825,0.00007273002,0.00035822304,0.000118955715,0.00017600351],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012819907,0.00030628283,0.0004430206,0.00008677361,0.00022052688,0.00013700928,0.00021797909,0.00014813564,0.00048723616],"category_scores_gemma":[0.000056044308,0.00028911137,0.00017216017,0.00036198655,0.00009065288,0.00019776887,0.0001630689,0.00034805114,0.00013209827],"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":[0.00012658178,0.00036960753,0.030501578,0.0016570333,0.002662722,0.0021722964,0.00095615775,0.010974467,0.6594334,0.009969114,0.023754567,0.25742248],"study_design_scores_gemma":[0.002724529,0.0002081772,0.18086824,0.0007766068,0.000689124,0.0020243186,0.0025431493,0.0054979078,0.5178661,0.003057148,0.28076872,0.002976031],"about_ca_topic_score_codex":0.00007718058,"about_ca_topic_score_gemma":0.00020473938,"teacher_disagreement_score":0.25701416,"about_ca_system_score_codex":0.00007905278,"about_ca_system_score_gemma":0.00006176863,"threshold_uncertainty_score":0.99995613},"labels":[],"label_agreement":null},{"id":"W3192688607","doi":"10.32520/stmj.v1i1.1491","title":"ANALISIS DAN PERENCANAAN GEDUNG ASRAMA PUTRI TAHFIDZ DESA SEI RAYA KECAMATAN BATANG TUAKA KABUPATEN INDRAGIRI HILIR","year":2021,"lang":"id","type":"article","venue":"STMJ (STRUCTURE TECHNOLOGY MANAGEMENT JOURNAL)","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":"Engineering","score_opus":0.005366884508809709,"score_gpt":0.20075588690193336,"score_spread":0.19538900239312365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192688607","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":[0.8991803,0.030134605,0.007766037,0.03525687,0.010166414,0.0016670146,0.00035979736,0.0032552637,0.012213697],"genre_scores_gemma":[0.986613,0.0054023387,0.0059803803,0.00031208256,0.00063857174,0.000046561832,0.000081834696,0.00016611835,0.00075911445],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99439126,0.0002953971,0.0016633838,0.0011886734,0.0008210616,0.0016402309],"domain_scores_gemma":[0.99692065,0.00005961478,0.0006176048,0.0015261265,0.00052341056,0.00035260347],"candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00076874794,0.0011743552,0.0014505521,0.0014914956,0.0010985876,0.00066186493,0.0015179045,0.0012204928,0.0023419168],"category_scores_gemma":[0.00019409922,0.0011414841,0.00044166876,0.0025700366,0.00060003443,0.0003947752,0.0015046293,0.0025933569,0.00008836589],"study_design_candidate":"design_other","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":[0.0002574727,0.00063628214,0.06381813,0.0063871955,0.026579967,0.02297833,0.0017844206,0.008491141,0.1050738,0.10420378,0.07368683,0.58610266],"study_design_scores_gemma":[0.013246606,0.0014385685,0.11514695,0.0053679077,0.009817431,0.023877952,0.077147424,0.0034140656,0.12102017,0.291911,0.326254,0.0113578895],"about_ca_topic_score_codex":0.00004053944,"about_ca_topic_score_gemma":0.00015370514,"teacher_disagreement_score":0.57474476,"about_ca_system_score_codex":0.0006590798,"about_ca_system_score_gemma":0.00011542831,"threshold_uncertainty_score":0.9997077},"labels":[],"label_agreement":null},{"id":"W3198558640","doi":"10.18280/ijsdp.160406","title":"Detection of Limestone Quarries in Jordan Through Remote Sensing Data to Achieve Sustainable Utilization in Vernacular Architecture","year":2021,"lang":"en","type":"article","venue":"International Journal of Sustainable Development and Planning","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Architecture; Natural (archaeology); Natural stone; Architectural engineering; Civil engineering; Building material; Sustainability; Natural materials; Vernacular architecture; Vernacular; Quality (philosophy); Engineering; Archaeology; Geography","score_opus":0.02547254140710891,"score_gpt":0.2637676730982137,"score_spread":0.23829513169110478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3198558640","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":[0.9616022,0.000829221,0.036931597,0.00019463277,0.00022636782,0.00006495731,0.0000016227036,0.000010446461,0.0001389277],"genre_scores_gemma":[0.9876331,0.00012607966,0.012055516,0.000021955051,0.000054276865,3.7869492e-7,0.000010816604,0.000008325048,0.00008952178],"study_design_codex":"simulation_or_modeling","study_design_gemma":"qualitative","domain_scores_codex":[0.9990248,0.00003119944,0.00044139617,0.000112519425,0.0002105572,0.00017951893],"domain_scores_gemma":[0.999381,0.000042793014,0.00009550163,0.00007015113,0.0003837117,0.000026820213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034615767,0.00009739826,0.00019488083,0.0003010927,0.000043018197,0.00005170015,0.00013542383,0.000047965175,0.000003616401],"category_scores_gemma":[0.00022657173,0.00009815764,0.000015158348,0.00028113532,0.000019183764,0.00029343454,0.00016909507,0.00015358703,2.2587797e-7],"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":[0.0015796853,0.000113056194,0.005921938,0.0014652816,0.0008032084,0.01725426,0.06417409,0.6303626,0.05120203,0.0029786774,0.00018531417,0.22395986],"study_design_scores_gemma":[0.0044171056,0.00028777542,0.06287237,0.0033459363,0.000076418226,0.0021150424,0.43397215,0.01894275,0.38821167,0.027329616,0.05715261,0.0012765746],"about_ca_topic_score_codex":0.000120588775,"about_ca_topic_score_gemma":0.000054466713,"teacher_disagreement_score":0.61141986,"about_ca_system_score_codex":0.00014268444,"about_ca_system_score_gemma":0.0001062082,"threshold_uncertainty_score":0.40027523},"labels":[],"label_agreement":null},{"id":"W3204690735","doi":"","title":"Geometric Design Guide for Canadian Roads: Chapter 4 - Cross Section Elements","year":2017,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Section (typography); Geology; Computer science; Geography","score_opus":0.03194164265249313,"score_gpt":0.25717013428852825,"score_spread":0.22522849163603512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3204690735","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37645388,0.00022091474,0.4953357,0.0006306874,0.008827111,0.0014419573,0.000103182196,0.0009879784,0.11599859],"genre_scores_gemma":[0.9930768,0.000030028192,0.0048051015,0.000029463596,0.00015372818,0.000055932116,0.0000016687674,0.000010969049,0.0018362891],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99953425,0.0000020266878,0.00013645923,0.00009045164,0.000044788285,0.00019203832],"domain_scores_gemma":[0.9997008,0.000008616525,0.000021763184,0.00015963044,0.000044594923,0.000064635395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000113617076,0.00007296686,0.00008071375,0.00009000172,0.00042617627,0.00013233752,0.00010648882,0.00004618626,0.00031065498],"category_scores_gemma":[0.000052265295,0.00006544298,0.000028081846,0.000025778896,0.000024924198,0.00010314057,0.000017426515,0.000025797104,0.000042783995],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000114954004,0.00005846272,0.04971283,0.0004876973,0.0011614083,0.000021172604,0.00020419546,0.08291784,0.065723844,0.019759826,0.12673795,0.65309983],"study_design_scores_gemma":[0.0017268206,0.00017828555,0.16666582,0.00003100797,0.0000559979,0.000023330667,0.00007700082,0.018006919,0.065122336,0.004198258,0.7429537,0.000960525],"about_ca_topic_score_codex":0.011304346,"about_ca_topic_score_gemma":0.012459714,"teacher_disagreement_score":0.6521393,"about_ca_system_score_codex":0.000045033794,"about_ca_system_score_gemma":0.000007550958,"threshold_uncertainty_score":0.9952795},"labels":[],"label_agreement":null},{"id":"W3208286319","doi":"10.33005/envirotek.v13i2.123","title":"ARAH DAN KECEPATAN ANGIN DI KABUPATEN WAKATOBI SEBAGAI SUMBER PEMBANGKIT LISTRIK TENAGA ANGIN","year":2021,"lang":"id","type":"article","venue":"JURNAL ENVIROTEK","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Environmental science; Engineering","score_opus":0.009467023413180087,"score_gpt":0.1955037175986059,"score_spread":0.18603669418542582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3208286319","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":[0.9765981,0.0051621366,0.0011563065,0.0016391213,0.0028313277,0.00035374152,0.00037071417,0.0005105881,0.011377995],"genre_scores_gemma":[0.98851615,0.0021001915,0.00046556993,0.00015123644,0.0010016407,0.000053345986,0.00012925122,0.00014052023,0.0074421074],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99666184,0.00017466028,0.0008860005,0.0007162977,0.0005393708,0.0010218512],"domain_scores_gemma":[0.9985453,0.00008965926,0.00018791304,0.00068437227,0.000121275116,0.00037150367],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00024143705,0.00069613307,0.0008698485,0.00014914409,0.0004202617,0.00029300654,0.00036422268,0.00042359615,0.001196574],"category_scores_gemma":[0.00011343603,0.0006756598,0.00046823625,0.00055374193,0.00027556613,0.00027907878,0.00041219953,0.00086014555,0.00082247955],"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":[0.00037813513,0.0012515769,0.04612633,0.0024390128,0.003410058,0.006882719,0.0020090593,0.019590413,0.82170075,0.0034850587,0.019986633,0.07274026],"study_design_scores_gemma":[0.003976003,0.0003688436,0.36061573,0.0012568217,0.001173653,0.002838774,0.0023848494,0.004258515,0.20315018,0.0006625816,0.41505665,0.0042574056],"about_ca_topic_score_codex":0.00011345782,"about_ca_topic_score_gemma":0.00005696431,"teacher_disagreement_score":0.61855054,"about_ca_system_score_codex":0.0002074255,"about_ca_system_score_gemma":0.000095805466,"threshold_uncertainty_score":0.9999555},"labels":[],"label_agreement":null},{"id":"W3209133088","doi":"10.22437/jop.v7i1.14632","title":"APLIKASI METODE GEOLISTRIK RESISTIVITAS UNTUK MENGIDENTIFIKASI LAPISAN BAWAH PERMUKAAN JALAN RASAU JAYA, KABUPATEN KUBU RAYA","year":2021,"lang":"id","type":"article","venue":"JOURNAL ONLINE OF PHYSICS","topic":"Geotechnical and construction materials studies","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":"Medicine Hat College","funders":"","keywords":"Physics; Geomorphology; Geology","score_opus":0.018071252849522986,"score_gpt":0.24205834224342496,"score_spread":0.22398708939390197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3209133088","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":[0.97740877,0.007441362,0.003588086,0.00231295,0.005614181,0.00026877873,0.001176723,0.00019926146,0.0019898852],"genre_scores_gemma":[0.9841096,0.004423087,0.004111724,0.00006291533,0.003575055,0.0000076595425,0.00018592126,0.00013196608,0.0033920617],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9961819,0.0002679288,0.001505811,0.00048630917,0.0008035293,0.0007545205],"domain_scores_gemma":[0.9973717,0.0001798432,0.00067284977,0.0006104782,0.00082202075,0.00034316033],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004203656,0.00064402755,0.0014084094,0.00013700702,0.00038476422,0.00026032174,0.0004728746,0.00028858788,0.00074421393],"category_scores_gemma":[0.00024915306,0.0006308056,0.0006998807,0.000630926,0.00023838159,0.00036798423,0.00035182925,0.0011517192,0.00010359153],"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":[0.0005140516,0.0049927356,0.0071285497,0.0037697782,0.006886933,0.0016299096,0.0015530828,0.029821837,0.80361205,0.009059547,0.022449117,0.10858239],"study_design_scores_gemma":[0.012194923,0.0015884308,0.12566178,0.00533634,0.006645557,0.00318968,0.008951534,0.00858311,0.6569493,0.05007756,0.11460561,0.0062162178],"about_ca_topic_score_codex":0.00008131007,"about_ca_topic_score_gemma":0.00009705923,"teacher_disagreement_score":0.14666282,"about_ca_system_score_codex":0.00020052832,"about_ca_system_score_gemma":0.00027314445,"threshold_uncertainty_score":0.9996143},"labels":[],"label_agreement":null},{"id":"W33634584","doi":"10.1111/gbi.12439","title":"KAJIAN TEKNIS PELEDAKAN TERKONTROL UNTUKPENGUPASAN OVERBURDEN DI PIT A PADA PENAMBANGAN BATUBARAPT. BERAU BARA ENERGI","year":2013,"lang":"en","type":"article","venue":"Geobiology","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"National Institutes of Health; Palaeontological Association; University of Cincinnati; NASA Astrobiology Institute; Cushman Foundation for Foraminiferal Research","keywords":"Rock blasting; Overburden; Mining engineering; Surface mining; Coal mining; Geotechnical engineering; Coal; Geology; Engineering; Environmental science; Waste management","score_opus":0.002852335547707725,"score_gpt":0.15445101805090772,"score_spread":0.1515986825032,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W33634584","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":[0.99104273,0.00057471794,0.0003930552,0.000791773,0.0010944683,0.00035396116,0.000041225274,0.0006695984,0.005038481],"genre_scores_gemma":[0.9981762,0.00014723757,0.00022990136,0.00020360251,0.00038050665,0.00020861761,0.000034166183,0.00003600431,0.0005837375],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985169,0.00007018328,0.00037405317,0.0003337775,0.00008574771,0.0006192943],"domain_scores_gemma":[0.99933255,0.00007635855,0.000051457107,0.0003489508,0.000062031744,0.00012864757],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000071691815,0.0003132041,0.00045556118,0.00008994573,0.00014780951,0.000057309982,0.00026847416,0.00020044668,0.0018661425],"category_scores_gemma":[0.0000382929,0.0002628602,0.00011724461,0.000116242074,0.00016190593,0.00011026208,0.00012944134,0.00022048443,0.000857107],"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":[0.00008473914,0.00013988504,0.013824608,0.00027316448,0.0010005716,0.000058599686,0.00074084906,0.008721049,0.8180157,0.0063442364,0.047395296,0.10340132],"study_design_scores_gemma":[0.007408767,0.0014931483,0.2795249,0.00018731852,0.0004666148,0.00092701317,0.0025711975,0.019588092,0.07221849,0.020081798,0.5898803,0.005652403],"about_ca_topic_score_codex":0.0010592749,"about_ca_topic_score_gemma":0.0002569452,"teacher_disagreement_score":0.7457972,"about_ca_system_score_codex":0.000043441658,"about_ca_system_score_gemma":0.000015028564,"threshold_uncertainty_score":0.99998236},"labels":[],"label_agreement":null},{"id":"W4200394848","doi":"10.4236/gep.2021.912016","title":"Geotechnical and Geochemical Assessment of Natural Sands in Ahanta West Area, Southwestern Ghana","year":2021,"lang":"en","type":"article","venue":"Journal of Geoscience and Environment Protection","topic":"Geotechnical and construction materials studies","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":"Silt; Permeameter; Geotechnical engineering; Specific gravity; Permeability (electromagnetism); Water content; Geology; Granulometry; Environmental science; Mineralogy; Soil science; Soil water; Hydraulic conductivity; Geomorphology","score_opus":0.008968278262566238,"score_gpt":0.20092907397559373,"score_spread":0.1919607957130275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200394848","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":[0.99231493,0.0004941888,0.006799387,0.00018831839,0.00012515835,0.000053232106,0.0000017200622,0.0000071623626,0.00001592442],"genre_scores_gemma":[0.9979209,0.00091443444,0.001112301,0.000008522664,0.000020787038,0.0000042020465,3.2617015e-7,0.000002944923,0.000015618649],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993305,0.00001614406,0.00027821359,0.000101058235,0.0001652807,0.000108799075],"domain_scores_gemma":[0.99980795,0.000011178266,0.00007567749,0.000054601227,0.000012635824,0.00003796477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020170407,0.00007463033,0.0001685624,0.00006096492,0.000037647373,0.000019255664,0.000041885756,0.00005232587,0.000022684188],"category_scores_gemma":[0.000014915353,0.00006111585,0.00002712887,0.000077356235,0.00012124663,0.00013653722,0.00005802102,0.00018523783,2.823986e-7],"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":[0.00002577642,0.00008155236,0.009805991,0.0001158795,0.000023105133,0.000023578641,0.000101583864,0.0036290605,0.9390792,0.000030427782,0.000004155711,0.047079664],"study_design_scores_gemma":[0.0012452349,0.00041764838,0.87623626,0.0003147547,0.000052852803,0.0011233856,0.0010822024,0.03260147,0.085159265,0.00080329896,0.0006324805,0.00033117036],"about_ca_topic_score_codex":0.000010547549,"about_ca_topic_score_gemma":0.000005055859,"teacher_disagreement_score":0.8664302,"about_ca_system_score_codex":0.000034988883,"about_ca_system_score_gemma":0.0000098547225,"threshold_uncertainty_score":0.24922319},"labels":[],"label_agreement":null},{"id":"W4206018630","doi":"10.1139/cgj-38-5-1134","title":"Canadian Geotechnical Research Site No. 1 at Gloucester","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Civil engineering; Engineering; Mining engineering","score_opus":0.024099269546432538,"score_gpt":0.2442364038384068,"score_spread":0.22013713429197426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206018630","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":[0.9316524,0.0025653308,0.0012848226,0.019363886,0.0050248294,0.0010029065,0.00030977163,0.001324049,0.037471965],"genre_scores_gemma":[0.9947242,0.0010410176,0.000271809,0.0006820647,0.0010251682,0.000039282673,0.000015110543,0.00008210888,0.0021192539],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9960966,0.00013651518,0.0006863748,0.00039989894,0.00059375196,0.0020868678],"domain_scores_gemma":[0.9957137,0.000099694465,0.000046831185,0.0005561491,0.00046021142,0.0031233788],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0011146395,0.00036187214,0.00043793305,0.0009059753,0.0012521496,0.00029169797,0.0007450349,0.0006422125,0.003617034],"category_scores_gemma":[0.0003033385,0.00034718867,0.0002029612,0.0007762657,0.00036338414,0.0002149067,0.00015330345,0.0020137618,0.004282165],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017864136,0.00008668355,0.005329104,0.00014638568,0.00045679076,0.009097343,0.00020950883,0.09213196,0.018291837,0.0022166334,0.8208498,0.05100532],"study_design_scores_gemma":[0.000347471,0.00010305345,0.0041553834,0.000085161686,0.000022042224,0.0038820202,0.000036483816,0.0050681005,0.00016654245,0.0013713088,0.9842215,0.00054092554],"about_ca_topic_score_codex":0.23222885,"about_ca_topic_score_gemma":0.62592363,"teacher_disagreement_score":0.3936948,"about_ca_system_score_codex":0.0031598257,"about_ca_system_score_gemma":0.00072999037,"threshold_uncertainty_score":0.999898},"labels":[],"label_agreement":null},{"id":"W4206193457","doi":"10.36341/racic.v6i2.2130","title":"PERANCANGAN STRUKTUR ATAS JEMBATAN SUNGAI MESIM MENGGUNAKAN RANGKA BAJA BERDASARKAN SNI 1725:2016","year":2021,"lang":"id","type":"article","venue":"Racic Rab Construction Research","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Humanities; Structural engineering; Engineering; Art","score_opus":0.04126931012640378,"score_gpt":0.3218580612229486,"score_spread":0.2805887510965448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206193457","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":[0.9234412,0.013125432,0.0008866243,0.0052476036,0.008450771,0.0015365739,0.0008433312,0.0010544345,0.04541406],"genre_scores_gemma":[0.96792954,0.011424136,0.0040876237,0.00009206034,0.0019364614,0.0002213341,0.0002248771,0.00021697288,0.01386699],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99139506,0.0016450717,0.0014506164,0.0015234655,0.0019302972,0.002055488],"domain_scores_gemma":[0.9952464,0.00063731876,0.00020417996,0.0014872327,0.0017201428,0.00070474367],"candidate_categories":["metaepi_narrow","sts","research_integrity","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0020903514,0.0008584164,0.0012639082,0.00069328386,0.0019307599,0.00079821044,0.0007137752,0.00075276353,0.009945674],"category_scores_gemma":[0.0008493198,0.00089308264,0.00045403294,0.0021401844,0.0017868072,0.00055451354,0.00056909636,0.0024183001,0.0018369538],"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":[0.0008676823,0.00058174285,0.0059623737,0.0038840747,0.0034127738,0.0013443548,0.002169032,0.0012190954,0.4189117,0.03407904,0.03203106,0.49553707],"study_design_scores_gemma":[0.007819565,0.00057263824,0.017610362,0.0021299936,0.00063208316,0.0042545605,0.029478898,0.0019610645,0.37185356,0.0087082265,0.5508591,0.0041199788],"about_ca_topic_score_codex":0.00043066766,"about_ca_topic_score_gemma":0.00028287095,"teacher_disagreement_score":0.51882803,"about_ca_system_score_codex":0.00059672294,"about_ca_system_score_gemma":0.0009430964,"threshold_uncertainty_score":0.9998832},"labels":[],"label_agreement":null},{"id":"W4210585554","doi":"10.12962/j26151847.v6i0.12080","title":"Analisis Penyebab dan Mekanisme Keruntuhan Lereng Sungai Konaweha, Studi Kasus Ruas Bts. Kab. Konawe Utara/Kab. Konawe – Pohara Km 29+750","year":2022,"lang":"id","type":"article","venue":"Jurnal Manejemen Aset Infrastruktur & Fasilitas","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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":"Physics; Forestry; Environmental science; Geography","score_opus":0.01149720819633351,"score_gpt":0.21762878752240614,"score_spread":0.20613157932607262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210585554","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":[0.96603376,0.0055242726,0.00016210655,0.0024452375,0.007326174,0.0019418477,0.0068728975,0.0010684201,0.008625265],"genre_scores_gemma":[0.99196005,0.0009912404,0.00066446565,0.00074502185,0.0015419984,0.0007523248,0.0014353053,0.00034553063,0.0015640494],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.98757356,0.0010917909,0.0033068715,0.0022401996,0.002829217,0.0029583627],"domain_scores_gemma":[0.99504304,0.00052779,0.0010081761,0.0018960709,0.0004784652,0.0010464344],"candidate_categories":["metaepi_narrow","sts","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0017857357,0.0023017863,0.0026366329,0.0009575224,0.002845493,0.00072843966,0.0016811047,0.00060177903,0.009210342],"category_scores_gemma":[0.00028634828,0.0024773213,0.0012172336,0.0016665505,0.0007210269,0.00082827586,0.0032107404,0.0030660175,0.00062099186],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0070761177,0.0072894953,0.1019091,0.008034455,0.028563103,0.010503136,0.016244454,0.14560246,0.14092113,0.036866024,0.45165113,0.045339413],"study_design_scores_gemma":[0.010981113,0.005155876,0.317059,0.0008014985,0.0039825146,0.003489812,0.037353635,0.0039521907,0.0051509985,0.00467061,0.5985458,0.008856952],"about_ca_topic_score_codex":0.0009127003,"about_ca_topic_score_gemma":0.00012227618,"teacher_disagreement_score":0.21514991,"about_ca_system_score_codex":0.0016334981,"about_ca_system_score_gemma":0.00037036662,"threshold_uncertainty_score":0.99923396},"labels":[],"label_agreement":null},{"id":"W4214563488","doi":"10.36546/tekniksipil.v9i2.302","title":"DESAIN PONDASI DENGAN MENGGUNAKAN BATU KALI PADA JALAN SEKAYU-BETUNG","year":2020,"lang":"id","type":"article","venue":"Jurnal Teknik Sipil","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Hydrology (agriculture); Forestry; Environmental science; Geotechnical engineering; Geology; Geography","score_opus":0.017686805092101552,"score_gpt":0.2057408209569017,"score_spread":0.18805401586480014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214563488","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":[0.96956456,0.0051305257,0.0011356925,0.007751947,0.0036402338,0.000586917,0.0001978073,0.0013651731,0.01062712],"genre_scores_gemma":[0.99466836,0.0008463404,0.00097515795,0.0007077659,0.001769452,0.00002713131,0.000019093159,0.00011717569,0.0008695466],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9968739,0.00017429295,0.0009178952,0.00060156884,0.0005480366,0.0008842712],"domain_scores_gemma":[0.99855626,0.00013040085,0.00019714046,0.00036429628,0.0001319708,0.00061992556],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00028997258,0.0006585653,0.00084742135,0.000109877044,0.00043510835,0.0002781158,0.0004913762,0.0003370377,0.0007485544],"category_scores_gemma":[0.00021293072,0.0006403622,0.00032814493,0.0005045175,0.0001772871,0.00024774185,0.00032873283,0.00096476375,0.0011688507],"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":[0.00042176232,0.00027378966,0.004838572,0.0021298344,0.0019583812,0.0006714718,0.0041376706,0.0036459402,0.877106,0.004395991,0.028580053,0.071840525],"study_design_scores_gemma":[0.0042082584,0.0011348788,0.017885583,0.0007201255,0.000903346,0.0004941241,0.0040819854,0.006174761,0.1708704,0.0013701087,0.7885413,0.0036151034],"about_ca_topic_score_codex":0.00004762853,"about_ca_topic_score_gemma":0.00002409211,"teacher_disagreement_score":0.75996125,"about_ca_system_score_codex":0.00014435181,"about_ca_system_score_gemma":0.00007833735,"threshold_uncertainty_score":0.9996089},"labels":[],"label_agreement":null},{"id":"W4225255719","doi":"10.23887/jstundiksha.v11i1.40860","title":"Pemilihan Ground Motion Model di Wilayah Jawa Menggunakan Data Percepatan Tanah Tahun 2010-2021","year":2022,"lang":"id","type":"article","venue":"JST (Jurnal Sains dan Teknologi)","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":"WiLAN (Canada)","funders":"","keywords":"Forestry; Physics; Humanities; Geography; Art","score_opus":0.03469935055512431,"score_gpt":0.235947698791759,"score_spread":0.20124834823663468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225255719","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":[0.9767806,0.0028581335,0.006258622,0.0020196768,0.00478357,0.00074020866,0.0026518954,0.00075133756,0.003155953],"genre_scores_gemma":[0.99376404,0.0019507335,0.0008504758,0.000146692,0.00073755527,0.00012262743,0.0007461784,0.000119689306,0.0015620121],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99519503,0.00038174572,0.0011382158,0.0012508825,0.00086640695,0.0011676996],"domain_scores_gemma":[0.99727774,0.0000959096,0.0003495683,0.0018419035,0.00013038208,0.00030449402],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0008413724,0.0007907291,0.0009224466,0.00030785386,0.001680684,0.00026716944,0.0019345754,0.0003553817,0.0014423663],"category_scores_gemma":[0.00019973394,0.0008093667,0.0002631443,0.0006500265,0.00039957408,0.0006009908,0.0036379374,0.0016589457,0.00015488014],"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":[0.0010182903,0.0027777336,0.020745145,0.0012799759,0.003534723,0.0013197864,0.0040671676,0.47043487,0.21674813,0.007265134,0.06502821,0.20578083],"study_design_scores_gemma":[0.004803363,0.0015184991,0.08759873,0.00030770228,0.0014280275,0.0015562585,0.01495582,0.77648354,0.0019954317,0.0037945765,0.10067982,0.004878211],"about_ca_topic_score_codex":0.000319601,"about_ca_topic_score_gemma":0.00022232639,"teacher_disagreement_score":0.3060487,"about_ca_system_score_codex":0.0008060456,"about_ca_system_score_gemma":0.00013617802,"threshold_uncertainty_score":0.999619},"labels":[],"label_agreement":null},{"id":"W4233638875","doi":"10.31219/osf.io/rtyzp","title":"Hasil-hasil penelitian UPT LUTPMB, LIWA - LIPI","year":2017,"lang":"id","type":"preprint","venue":"","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":"Humanities; Mathematics; Art","score_opus":0.024294732712681,"score_gpt":0.2422658475634417,"score_spread":0.21797111485076068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233638875","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16414739,0.006678173,0.013847291,0.007513861,0.04520693,0.0023271942,0.0005178361,0.004905265,0.75485605],"genre_scores_gemma":[0.9380794,0.004312945,0.0031107645,0.00012679608,0.0024816156,0.00023316512,0.00006536617,0.00015644236,0.05143352],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99648166,0.00007502544,0.0010090203,0.0010444791,0.00044397084,0.0009458185],"domain_scores_gemma":[0.99716896,0.00006781535,0.00031912714,0.0018968077,0.00022624973,0.00032104706],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003190108,0.0009971029,0.0013073747,0.00016139318,0.0007650944,0.0007966621,0.001209493,0.0009563265,0.0058632474],"category_scores_gemma":[0.00017935879,0.00094708754,0.000528871,0.00007391544,0.00040452703,0.00018278664,0.0019308628,0.0010797293,0.003945724],"study_design_candidate":"not_applicable","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":[0.0007201041,0.0016372856,0.005635679,0.02523513,0.0129702445,0.0009353523,0.005694782,0.057573676,0.11824536,0.083358265,0.20737058,0.48062354],"study_design_scores_gemma":[0.0031694972,0.00035430715,0.036885478,0.0033060433,0.0010125068,0.00046679738,0.0013785065,0.0050979955,0.032164827,0.031145815,0.87730163,0.0077165645],"about_ca_topic_score_codex":0.0010073142,"about_ca_topic_score_gemma":0.00021758396,"teacher_disagreement_score":0.773932,"about_ca_system_score_codex":0.00015334874,"about_ca_system_score_gemma":0.00012044145,"threshold_uncertainty_score":0.999298},"labels":[],"label_agreement":null},{"id":"W4234110260","doi":"10.1139/cgj-37-1-274","title":"Physical, chemical, and mineralogical properties of Mexico City sediments: a geotechnical perspective: Discussion","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Geotechnical investigation; Mining engineering","score_opus":0.01074076462994317,"score_gpt":0.20317576938428047,"score_spread":0.1924350047543373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234110260","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":[0.9950102,0.00060430693,0.00018324539,0.00296133,0.00012444943,0.00019244739,0.00003065419,0.0002102041,0.0006831839],"genre_scores_gemma":[0.9989156,0.00036366415,0.00025064423,0.00012998896,0.00021658212,0.000018647477,0.0000014996773,0.000025690431,0.000077652796],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99842215,0.0000454246,0.00045937023,0.00027372755,0.0002748929,0.0005244217],"domain_scores_gemma":[0.99897707,0.000020301084,0.000050177114,0.00021805907,0.00010635009,0.0006280261],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017035162,0.00027736273,0.00048190416,0.00013041536,0.00020382219,0.000074296135,0.00027609678,0.00024763754,0.000498041],"category_scores_gemma":[0.000092568895,0.0001781046,0.00015732954,0.0002323659,0.0005783603,0.00015724862,0.000059105212,0.000692185,0.000018410552],"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":[0.00029445573,0.00048735706,0.00022625284,0.00022222643,0.0004958548,0.00021023657,0.0006220971,0.030940056,0.86961716,0.0034937244,0.011657861,0.08173272],"study_design_scores_gemma":[0.012351594,0.0032549729,0.016908454,0.004002266,0.0014290862,0.014536479,0.004773466,0.20626064,0.39064363,0.10963193,0.22628538,0.009922103],"about_ca_topic_score_codex":0.001232132,"about_ca_topic_score_gemma":0.000103938335,"teacher_disagreement_score":0.47897354,"about_ca_system_score_codex":0.00022377005,"about_ca_system_score_gemma":0.00008583696,"threshold_uncertainty_score":0.72628945},"labels":[],"label_agreement":null},{"id":"W4235998236","doi":"10.31219/osf.io/znemb","title":"Pemetaan Daerah Rawan Gerakan Tanah Jalur Lintas Barat Lampung Barat","year":2018,"lang":"ms","type":"preprint","venue":"","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":"Geography; Mathematics; Transport engineering; Engineering","score_opus":0.013614021954574566,"score_gpt":0.22046015460560575,"score_spread":0.2068461326510312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235998236","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":[0.7645872,0.004266221,0.045707665,0.002512486,0.035768144,0.0028375548,0.00031521378,0.0045200163,0.13948545],"genre_scores_gemma":[0.97849053,0.0017717968,0.0071669337,0.0002542996,0.0036725139,0.00020899804,0.00013771087,0.00019422731,0.008102988],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9948198,0.00020186775,0.0016224614,0.0014879315,0.0006652271,0.001202708],"domain_scores_gemma":[0.99731445,0.00011702527,0.00028864678,0.0014216865,0.00040681858,0.00045138944],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.00059913076,0.0014120499,0.0017196124,0.00027660717,0.00053221243,0.00059058535,0.0009565009,0.0010676805,0.007986303],"category_scores_gemma":[0.00012809805,0.0012713093,0.0006497915,0.00033211368,0.0004623141,0.00020037462,0.0019000877,0.0012656819,0.0029798946],"study_design_candidate":"not_applicable","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":[0.0013011865,0.0018650407,0.011705935,0.018885829,0.023888793,0.00077314535,0.00791362,0.17971681,0.3187683,0.10063099,0.18415964,0.15039071],"study_design_scores_gemma":[0.006717093,0.0015492971,0.039353948,0.0038322594,0.0043884655,0.000779035,0.0031808096,0.07077127,0.15099637,0.01820452,0.68289423,0.017332694],"about_ca_topic_score_codex":0.0005130321,"about_ca_topic_score_gemma":0.0004859011,"teacher_disagreement_score":0.4987346,"about_ca_system_score_codex":0.00034712913,"about_ca_system_score_gemma":0.00012859583,"threshold_uncertainty_score":0.99986297},"labels":[],"label_agreement":null},{"id":"W4237560711","doi":"10.24036/student.v3i6.498","title":"","year":2019,"lang":"","type":"article","venue":"JURNAL BUANA","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":"Forestry; Physics; Geography","score_opus":0.005845261499644445,"score_gpt":0.18502247200970526,"score_spread":0.1791772105100608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237560711","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":[0.97941154,0.0037201496,0.0007059311,0.0020441173,0.009731491,0.00063355244,0.000037742673,0.0005054179,0.0032100563],"genre_scores_gemma":[0.99589694,0.0018366001,0.0004525618,0.00025149516,0.00084938284,0.00002861098,0.0000027076057,0.000081494596,0.00060018944],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99556655,0.000108013606,0.0014944138,0.0007542954,0.00070576346,0.0013709415],"domain_scores_gemma":[0.998189,0.0001467414,0.00024788015,0.0007805025,0.00020133841,0.00043456993],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00043333584,0.00081346976,0.0012376393,0.00026051796,0.00035239107,0.00037196474,0.0006087126,0.0003921775,0.0014929787],"category_scores_gemma":[0.000062771,0.00078836957,0.0005083124,0.0006893316,0.00019972179,0.00065822335,0.00041101855,0.00088667276,0.0015088813],"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":[0.00075344474,0.0003002777,0.11110592,0.0024968483,0.0022710117,0.0001677683,0.0011685514,0.19441457,0.5997228,0.017574532,0.00064620026,0.069378056],"study_design_scores_gemma":[0.011940218,0.002419748,0.7811947,0.0025928898,0.0010669901,0.0015361427,0.006150668,0.034979638,0.087297395,0.0135802785,0.050667733,0.0065736277],"about_ca_topic_score_codex":0.00013813352,"about_ca_topic_score_gemma":0.00002249044,"teacher_disagreement_score":0.67008877,"about_ca_system_score_codex":0.00020077398,"about_ca_system_score_gemma":0.00005961893,"threshold_uncertainty_score":0.9994567},"labels":[],"label_agreement":null},{"id":"W4240526258","doi":"10.31227/osf.io/knzge","title":"UJI EKSPERIMEN STABILISASI TANAH DASAR DENGAN SEMEN PADA RUAS JALAN MALAWILI DISTRIK AIMAS KABUPATEN SORONG","year":2018,"lang":"id","type":"preprint","venue":"","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":"WiLAN (Canada)","funders":"","keywords":"Physics; Mathematics","score_opus":0.016289080295551216,"score_gpt":0.22309796663604836,"score_spread":0.20680888634049716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240526258","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":[0.9366307,0.0009639218,0.0037368266,0.00055771344,0.006221255,0.0016768548,0.0006197856,0.002054759,0.04753816],"genre_scores_gemma":[0.9888359,0.00089482917,0.0027087282,0.000047222708,0.0012659235,0.00026068743,0.0002886606,0.00020391756,0.0054941345],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99430317,0.0002457426,0.0016846305,0.0016043478,0.00073026324,0.0014318725],"domain_scores_gemma":[0.99694496,0.000151076,0.00035345237,0.0017253798,0.00033906646,0.0004860631],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0006059333,0.0014864632,0.0017053203,0.00017832256,0.0005693601,0.0004685614,0.0011220265,0.0009825401,0.00804314],"category_scores_gemma":[0.00014004514,0.0013761428,0.00050643634,0.00027899863,0.0007312757,0.0002493568,0.002412548,0.00112019,0.0015413854],"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":[0.0021362305,0.003901529,0.15127438,0.02965275,0.028050026,0.00087940553,0.019304741,0.049297683,0.5069084,0.04092063,0.075774826,0.09189935],"study_design_scores_gemma":[0.010215767,0.0024208874,0.23792262,0.0038447094,0.0046885586,0.0005325495,0.031016141,0.022704834,0.41473764,0.029018585,0.21923804,0.02365966],"about_ca_topic_score_codex":0.0015036906,"about_ca_topic_score_gemma":0.00033558725,"teacher_disagreement_score":0.14346321,"about_ca_system_score_codex":0.0005271119,"about_ca_system_score_gemma":0.00013324938,"threshold_uncertainty_score":0.99978846},"labels":[],"label_agreement":null},{"id":"W4241982253","doi":"10.29405/jgel.v3i2.2950","title":"Analisis Kesiapsiagaan Komunitas Sekolah Muhammadiyah dalam Menghadapi Bencana Tanah Longsor di Kabupaten Karanganyar","year":2019,"lang":"id","type":"article","venue":"Jurnal Geografi Edukasi dan Lingkungan (JGEL)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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":"Physics; Humanities; Art","score_opus":0.006293993689065375,"score_gpt":0.1966690518040333,"score_spread":0.1903750581149679,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4241982253","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":[0.97600555,0.0076169954,0.00015825761,0.00083246944,0.0066967052,0.001213498,0.00026933503,0.0009743299,0.0062328824],"genre_scores_gemma":[0.9920178,0.00213887,0.00060074084,0.00020081957,0.001895769,0.000090889465,0.00020064479,0.0003361886,0.0025183016],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99205744,0.0004215139,0.002211329,0.0015452537,0.0013847101,0.0023797282],"domain_scores_gemma":[0.99564,0.00030963714,0.00073223806,0.0016976924,0.0005745264,0.001045916],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0009725317,0.0017479428,0.0021452208,0.0008206316,0.0009904911,0.00083701976,0.0015356977,0.0009156513,0.0008138748],"category_scores_gemma":[0.00020955436,0.0017344732,0.001070935,0.001621164,0.0005084047,0.0007093048,0.0006403945,0.002067883,0.0010169543],"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":[0.0012804319,0.002374869,0.6566131,0.006733489,0.0142301805,0.0017813646,0.0073358826,0.032163035,0.19507977,0.010399503,0.007356401,0.06465194],"study_design_scores_gemma":[0.009417459,0.0029960268,0.7080654,0.0041012573,0.0050815456,0.001568434,0.016930087,0.012050003,0.053163093,0.0009967405,0.17481878,0.010811195],"about_ca_topic_score_codex":0.0008886776,"about_ca_topic_score_gemma":0.00033826954,"teacher_disagreement_score":0.16746238,"about_ca_system_score_codex":0.00041608347,"about_ca_system_score_gemma":0.00027890515,"threshold_uncertainty_score":0.99976087},"labels":[],"label_agreement":null},{"id":"W4245610385","doi":"10.17758/eares4.eap1118203","title":"Mineralogical Study of Pingel-Bauchi Malachite Ore","year":2018,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Saskatchewan","keywords":"Malachite; Geology; Geochemistry; Metallurgy; Materials science; Copper","score_opus":0.011406924355614441,"score_gpt":0.20578797685052982,"score_spread":0.19438105249491539,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4245610385","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":[0.98153317,0.000016404048,0.0003711775,0.000023929226,0.0002529181,0.00007871948,0.0000014806192,0.00021894551,0.017503258],"genre_scores_gemma":[0.9992448,0.0000034213092,0.00044923884,0.000013046126,0.000107209424,0.000007457472,4.1361554e-7,0.0000052288724,0.00016919097],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996111,0.000008843408,0.00014941889,0.0000761073,0.000062113366,0.000092455506],"domain_scores_gemma":[0.9998287,0.0000078466755,0.000010626434,0.00009967325,0.000032332613,0.000020811078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000033979828,0.000067498404,0.00012799703,0.000023811015,0.000029638904,0.0000061075875,0.000059054477,0.000026853753,0.0004138887],"category_scores_gemma":[0.000007090847,0.0000478105,0.000016309188,0.0000685061,0.000059255766,0.000018925397,0.000038901053,0.000032640528,0.000058782203],"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":[0.00029876694,0.0024151537,0.13421705,0.00057637197,0.0013500389,0.000041469964,0.005397095,0.009118288,0.69236434,0.024198234,0.037310947,0.09271224],"study_design_scores_gemma":[0.0048172856,0.0057348637,0.8766244,0.000088889625,0.00022091673,0.00008938388,0.007822146,0.009536838,0.0647013,0.0053406316,0.023274094,0.0017492318],"about_ca_topic_score_codex":0.000019735275,"about_ca_topic_score_gemma":0.00004097921,"teacher_disagreement_score":0.7424074,"about_ca_system_score_codex":0.000003479033,"about_ca_system_score_gemma":0.000001084362,"threshold_uncertainty_score":0.4531791},"labels":[],"label_agreement":null},{"id":"W4247919614","doi":"10.24214/jecet.a.8.4.43544","title":"Physico-chemical, mineralogical, textural and thermal characterizations of natural clay from Yagoua (Far North of Cameroon).","year":2019,"lang":"en","type":"article","venue":"Journal of Environmental Science Computer Science and Engineering & Technology","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Institut Européen des Membranes, Université de Montpellier; Agence Universitaire de la Francophonie","keywords":"Clay minerals; Geology; Natural (archaeology); Mineralogy; Geochemistry; Paleontology","score_opus":0.0023118222951581677,"score_gpt":0.15061125579302106,"score_spread":0.1482994334978629,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247919614","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":[0.99839026,0.00022668958,0.0009283517,0.000069601665,0.0003065782,0.00004580618,0.0000063861007,0.00002234345,0.0000039990523],"genre_scores_gemma":[0.9952691,0.000107714484,0.0045754826,0.000013107273,0.000029335773,7.4269565e-7,3.5340042e-7,0.0000036425731,5.310223e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991613,0.0000024476067,0.00025973568,0.00014795782,0.0002482553,0.000180272],"domain_scores_gemma":[0.9996901,0.000017035703,0.000097883414,0.00011099001,0.000030969593,0.000053028176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001085108,0.00010236299,0.00022998577,0.00020548249,0.000048696278,0.000021954029,0.0003170922,0.000038389135,0.000007224253],"category_scores_gemma":[0.000012524221,0.000078350866,0.000024490204,0.0003933978,0.0012518067,0.0003416302,0.00021507735,0.00013122418,8.7349207e-7],"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":[0.000001908847,0.0000122354295,0.0017961384,0.000008308778,0.000007356314,7.379995e-7,0.000055345332,0.003309081,0.98258334,0.000044809327,0.0000011874265,0.0121795675],"study_design_scores_gemma":[0.00038499292,0.00027987207,0.45059904,0.00007187624,0.000020394378,0.000110963716,0.00008713941,0.07021309,0.47776455,0.00006925982,0.00014311413,0.0002557107],"about_ca_topic_score_codex":0.0000035661612,"about_ca_topic_score_gemma":1.7519646e-7,"teacher_disagreement_score":0.5048188,"about_ca_system_score_codex":0.000034056007,"about_ca_system_score_gemma":0.000013696816,"threshold_uncertainty_score":0.4612334},"labels":[],"label_agreement":null},{"id":"W4247957655","doi":"10.29303/spektrum.v6i1.148","title":"ANALISIS MODULUS GESER MAKSIMUM TANAH LEMPUNG EKSPANSIF DENGAN PERKUATAN SERAT IJUK BERDASARKAN METODE EMPIRIS","year":2020,"lang":"ms","type":"article","venue":"Spektrum Sipil","topic":"Geotechnical and construction materials studies","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":"Kootenay Association for Science & Technology","funders":"","keywords":"Physics","score_opus":0.027692688782318033,"score_gpt":0.19208114699480736,"score_spread":0.16438845821248932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247957655","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":[0.95120436,0.004750348,0.003501961,0.02317949,0.0050110873,0.00086282054,0.00079121196,0.0016280547,0.009070679],"genre_scores_gemma":[0.99416494,0.0008610244,0.0012020802,0.0011485453,0.0017279126,0.000039273218,0.00006647791,0.00018685155,0.000602885],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.995526,0.00021323253,0.0011132804,0.0011390346,0.0007275022,0.0012809633],"domain_scores_gemma":[0.9980083,0.00008474945,0.00020022244,0.00082005974,0.00018711132,0.0006995715],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00030051166,0.0009813646,0.0012588128,0.00017901653,0.00053334906,0.00039367643,0.0007126987,0.0004724548,0.0027432248],"category_scores_gemma":[0.00019505917,0.0009855515,0.00046494647,0.0009890058,0.00028774736,0.00039671498,0.0006174215,0.00084498245,0.0010797584],"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":[0.0012815607,0.0007394866,0.06199049,0.0064146616,0.008308408,0.0015727493,0.015095479,0.11854231,0.5312555,0.008374814,0.20499218,0.041432384],"study_design_scores_gemma":[0.010891993,0.00257359,0.08222047,0.0013711702,0.005730194,0.0004890188,0.03012026,0.20049274,0.21791504,0.0052598626,0.42890263,0.014033042],"about_ca_topic_score_codex":0.000386882,"about_ca_topic_score_gemma":0.00026722637,"teacher_disagreement_score":0.31334046,"about_ca_system_score_codex":0.00020132973,"about_ca_system_score_gemma":0.0000862948,"threshold_uncertainty_score":0.99969804},"labels":[],"label_agreement":null},{"id":"W4251394656","doi":"10.31227/osf.io/v537z","title":"Evaluasi simpang di Tigaraksa Balaraja Tangerang","year":2018,"lang":"id","type":"preprint","venue":"","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":"Physics; Humanities; Forestry; Geography; Art","score_opus":0.01663548168204174,"score_gpt":0.23578852278212206,"score_spread":0.21915304110008033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251394656","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":[0.8475401,0.0033803028,0.00910638,0.0010198104,0.01515486,0.0015250606,0.00022912955,0.0028403157,0.119204044],"genre_scores_gemma":[0.9832558,0.0021318684,0.0027002457,0.00014622354,0.0026502851,0.00020981896,0.00008002481,0.00014698206,0.008678733],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.996829,0.000114465234,0.000900226,0.0008463628,0.00050562544,0.00080434914],"domain_scores_gemma":[0.99831945,0.000079779624,0.00016729889,0.00090630335,0.0002926043,0.00023454386],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00033605678,0.0008345303,0.001019611,0.0001451176,0.0002822175,0.00023126254,0.00056900707,0.0006392165,0.0063561006],"category_scores_gemma":[0.000109533124,0.0007598766,0.00039977784,0.00022429043,0.0003291438,0.000108684115,0.0011820588,0.0006917961,0.004486469],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008738192,0.001513429,0.02693668,0.02394324,0.018331904,0.00045164148,0.006060817,0.13488701,0.165436,0.015654976,0.30862394,0.2972865],"study_design_scores_gemma":[0.004668388,0.0009737246,0.1943547,0.0036703628,0.0032788496,0.00035430328,0.0013264188,0.06591125,0.08005226,0.0153530715,0.61770135,0.012355361],"about_ca_topic_score_codex":0.000113732334,"about_ca_topic_score_gemma":0.000056670986,"teacher_disagreement_score":0.30907738,"about_ca_system_score_codex":0.00017524534,"about_ca_system_score_gemma":0.000061001367,"threshold_uncertainty_score":0.9994852},"labels":[],"label_agreement":null},{"id":"W4283761290","doi":"10.30996/ep.v19i01.6705","title":"Kinerja Struktur Gedung Perkuliahan 10 Lantai Berdasarkan Analisis Nonlinier Pushover dan Atc-40","year":2022,"lang":"id","type":"article","venue":"EXTRAPOLASI","topic":"Geotechnical and construction materials studies","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":"WiLAN (Canada)","funders":"","keywords":"Physics; Structural engineering; Engineering","score_opus":0.01087466003730727,"score_gpt":0.21428796170312261,"score_spread":0.20341330166581534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283761290","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":[0.9663842,0.0037535795,0.00014347235,0.0015179537,0.00549664,0.00050013093,0.00092917477,0.0006887,0.020586172],"genre_scores_gemma":[0.9883652,0.0004140098,0.00042195563,0.00022866979,0.000994448,0.00011367897,0.0001254815,0.00012400518,0.009212561],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99668455,0.00021134611,0.0007905922,0.00072573085,0.00068155787,0.0009062111],"domain_scores_gemma":[0.9987259,0.00009251597,0.00017572964,0.0006550521,0.000088863686,0.0002619667],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003227626,0.0006233753,0.000726572,0.00022699057,0.0008805302,0.00018826671,0.0005826177,0.00020243063,0.015165726],"category_scores_gemma":[0.000051443385,0.000664176,0.00038966138,0.0006136704,0.00018549232,0.00021289928,0.00063421647,0.00083593366,0.00037182737],"study_design_candidate":"not_applicable","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":[0.0022317707,0.002798206,0.038736917,0.0031094057,0.008015337,0.001897986,0.010354978,0.043004807,0.42546403,0.015216991,0.35148957,0.09767998],"study_design_scores_gemma":[0.001770851,0.00046250853,0.043584913,0.00010047826,0.0004908757,0.0004556898,0.0047512758,0.0022816497,0.005594559,0.00036970753,0.93825376,0.0018837489],"about_ca_topic_score_codex":0.00022056034,"about_ca_topic_score_gemma":0.00010339894,"teacher_disagreement_score":0.58676416,"about_ca_system_score_codex":0.00023009533,"about_ca_system_score_gemma":0.00007046303,"threshold_uncertainty_score":0.9995809},"labels":[],"label_agreement":null},{"id":"W4285059426","doi":"10.4236/jmmce.2022.104024","title":"Characterization of Clay Materials and Performance Evaluation of Fired Clay Composites Made for Low-Cost Housing","year":2022,"lang":"en","type":"article","venue":"Journal of Minerals and Materials Characterization and Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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 Windsor","funders":"","keywords":"Flexural strength; Porosity; Alluvium; Absorption of water; Clay minerals; Characterization (materials science); Bulk density; Materials science; Mineralogy; Geology; Composite material; Soil science; Soil water; Geomorphology","score_opus":0.013431400822889059,"score_gpt":0.2056485319025576,"score_spread":0.19221713107966854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285059426","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":[0.9965699,0.00010006565,0.0020304255,0.000041867064,0.0006964591,0.00028851777,0.00025043113,0.000020463294,0.0000018987241],"genre_scores_gemma":[0.9983902,0.0008492677,0.0004551893,0.000010730321,0.00012503125,0.000034838842,0.00010621723,0.00002201909,0.0000064792494],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998879,0.000043555217,0.00068955496,0.00009410495,0.00017520091,0.00011858621],"domain_scores_gemma":[0.9993669,0.000024435736,0.00035265365,0.00005564116,0.00016055537,0.00003982372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006065932,0.0001444083,0.00043322373,0.00015293507,0.00007835267,0.00004712129,0.000047623824,0.000049934817,0.000047279955],"category_scores_gemma":[0.000025672514,0.00013685547,0.000023976896,0.000074713,0.000028340144,0.00024279261,0.000047127643,0.000042675914,5.312497e-8],"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":[0.000093862574,0.00001292811,0.00009136168,0.00061841257,0.0000400624,2.2169215e-7,0.0001583968,0.0021697795,0.99380547,0.000032492742,0.0000023746863,0.002974635],"study_design_scores_gemma":[0.0007913542,0.0001095424,0.028987665,0.00016675556,0.00008779296,0.000043588385,0.000028676124,0.0086282585,0.960835,0.000008039844,0.00017248785,0.00014088757],"about_ca_topic_score_codex":0.0000017730117,"about_ca_topic_score_gemma":8.1067185e-8,"teacher_disagreement_score":0.03297052,"about_ca_system_score_codex":0.000019551662,"about_ca_system_score_gemma":0.000010944423,"threshold_uncertainty_score":0.55808043},"labels":[],"label_agreement":null},{"id":"W4285377583","doi":"10.32663/georaf.v6i1.1903","title":"Studi Karakteristik lahan pada kawasan rawan longsor di Kecamatan Koto Parik Gadang Diateh Kabupaten Solok Selatan","year":2021,"lang":"en","type":"article","venue":"Jurnal Georafflesia Artikel Ilmiah Pendidikan Geografi","topic":"Geotechnical and construction materials studies","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":"WiLAN (Canada)","funders":"Universitas Andalas; Institut Pertanian Bogor; Universitas Negeri Padang","keywords":"Landslide; Hazard; Forestry; Geography; Land use; Hydrology (agriculture); Hazard analysis; Environmental science; Geology; Geomorphology; Geotechnical engineering; Civil engineering; Engineering; Ecology","score_opus":0.00785220715787999,"score_gpt":0.19934466017367802,"score_spread":0.19149245301579804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285377583","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":[0.9860083,0.003058411,0.0007273841,0.00085103896,0.0018939081,0.00054529746,0.00021077921,0.0016442547,0.0050606243],"genre_scores_gemma":[0.9961567,0.0009459892,0.0007899334,0.00014726513,0.00065601734,0.00017738434,0.00018261722,0.00015982383,0.0007842926],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99510133,0.00022252288,0.0013428698,0.00097332883,0.0007798664,0.0015800997],"domain_scores_gemma":[0.9977728,0.00011162524,0.0002624615,0.000974794,0.00027694192,0.0006013546],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00043832944,0.000927413,0.0011954571,0.00025881705,0.00076448935,0.00052487117,0.0006432585,0.00037988336,0.0010095089],"category_scores_gemma":[0.00007790027,0.0008992947,0.00047403306,0.0007804323,0.00033185576,0.00051837275,0.0005405329,0.00081307284,0.0006485982],"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":[0.0013555045,0.0034618215,0.39938837,0.0044330363,0.008353573,0.014302717,0.0061267605,0.030332154,0.34206483,0.010450429,0.066364236,0.11336659],"study_design_scores_gemma":[0.008064691,0.0008539658,0.61151856,0.0011714012,0.0015560646,0.00295651,0.008767622,0.0072652674,0.08948709,0.006783302,0.2536761,0.007899452],"about_ca_topic_score_codex":0.00012946238,"about_ca_topic_score_gemma":0.0004814963,"teacher_disagreement_score":0.25257772,"about_ca_system_score_codex":0.00019461707,"about_ca_system_score_gemma":0.00012479741,"threshold_uncertainty_score":0.9999037},"labels":[],"label_agreement":null},{"id":"W4286681542","doi":"10.53810/jt.v22i2.425","title":"KAJIAN STABILITAS TANAH DAN PONDASI PADA RENCANA RELOKASI TAPAK TOWER JALUR TRANSMISI (SUTT 70 Kv) TIMOR DAMPAK BADAI SEROJA DI KUPANG","year":2022,"lang":"id","type":"article","venue":"Teodolita Media Komunkasi Ilmiah di Bidang teknik","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":"Physics; Tower; Structural engineering; Engineering","score_opus":0.016060900463811877,"score_gpt":0.21692612133209238,"score_spread":0.20086522086828051,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4286681542","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":[0.95387924,0.01215524,0.00032636084,0.005488683,0.010493406,0.0023171795,0.002692513,0.0024574234,0.010189956],"genre_scores_gemma":[0.98964727,0.0010898717,0.0013081518,0.00040403864,0.001360964,0.0007403419,0.0005440125,0.00045403984,0.0044513196],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9896015,0.0009687304,0.0024321654,0.0020677396,0.0021927094,0.0027371536],"domain_scores_gemma":[0.99467707,0.0009097389,0.0005313844,0.002430986,0.00034047148,0.001110369],"candidate_categories":["metaepi_narrow","sts","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0016796554,0.0018133732,0.002220159,0.0006991992,0.001589656,0.00037645185,0.0021164545,0.0006235301,0.0050004693],"category_scores_gemma":[0.00084483466,0.0019019798,0.0009032193,0.0018347979,0.00086326554,0.0006733766,0.0014315806,0.0023969414,0.00035399973],"study_design_candidate":"not_applicable","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":[0.0043470343,0.005871018,0.018159801,0.011095938,0.0109899845,0.0037361775,0.09629468,0.019555645,0.38869214,0.023711786,0.24190947,0.17563634],"study_design_scores_gemma":[0.009715274,0.0023878966,0.06182224,0.0014550047,0.0031333773,0.0009277936,0.06295181,0.0035561144,0.026197454,0.0035216538,0.81434184,0.009989552],"about_ca_topic_score_codex":0.0030940091,"about_ca_topic_score_gemma":0.0010205074,"teacher_disagreement_score":0.57243234,"about_ca_system_score_codex":0.0013582468,"about_ca_system_score_gemma":0.0005096493,"threshold_uncertainty_score":0.9999046},"labels":[],"label_agreement":null},{"id":"W4286681550","doi":"10.53810/jt.v22i2.427","title":"STUDI KETAHANAN BETON GEOPOLIMER BERBASIS FLY ASH TERHADAP ASAM SULFAT","year":2022,"lang":"id","type":"article","venue":"Teodolita Media Komunkasi Ilmiah di Bidang teknik","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":"Fly ash; Materials science; Chemistry; Composite material","score_opus":0.018211548937007178,"score_gpt":0.2155939107087912,"score_spread":0.197382361771784,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4286681550","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":[0.942282,0.015649393,0.00010713094,0.0043278686,0.015313923,0.0016469641,0.0010273142,0.0023003714,0.017345011],"genre_scores_gemma":[0.9850304,0.0014936894,0.0011206551,0.0004916194,0.0019820859,0.00078128034,0.0002641952,0.0003488387,0.0084872],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9926467,0.0006584419,0.0016158135,0.0013513959,0.0016441591,0.0020834878],"domain_scores_gemma":[0.9965733,0.0006279563,0.00041897607,0.001548514,0.00021798916,0.0006132246],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0011517726,0.001289374,0.0017282139,0.00057495944,0.0015071731,0.00026970103,0.0014588906,0.0004217971,0.003005057],"category_scores_gemma":[0.00042777607,0.0013561938,0.0006810457,0.0012576221,0.0006213035,0.0003679876,0.0024001827,0.0016178914,0.000951432],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015001243,0.004748122,0.026353428,0.005856586,0.01250927,0.0018544819,0.03330565,0.01072243,0.15420972,0.034984984,0.5271758,0.18677941],"study_design_scores_gemma":[0.0058794175,0.001361896,0.07663835,0.0005763898,0.002492523,0.00048460055,0.026381724,0.0008618943,0.028650977,0.0038665982,0.84679484,0.006010814],"about_ca_topic_score_codex":0.0012380622,"about_ca_topic_score_gemma":0.00025053025,"teacher_disagreement_score":0.31961903,"about_ca_system_score_codex":0.00081788434,"about_ca_system_score_gemma":0.00019312811,"threshold_uncertainty_score":0.9999858},"labels":[],"label_agreement":null},{"id":"W4286681551","doi":"10.53810/jt.v22i2.423","title":"PENERAPAN METODE FELLENIUS PADA TANAH LEMPUNG KELANAUAN ANORGANIK (Studi Kasus di Desa Cirahab)","year":2022,"lang":"id","type":"article","venue":"Teodolita Media Komunkasi Ilmiah di Bidang teknik","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":"Physics","score_opus":0.01769633400231321,"score_gpt":0.21121448046065458,"score_spread":0.19351814645834137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4286681551","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":[0.9513708,0.021998405,0.00034026653,0.0027259507,0.011488812,0.0014995703,0.000899247,0.0023921395,0.007284808],"genre_scores_gemma":[0.9905635,0.0022251778,0.00093353074,0.00026974807,0.0016709478,0.0005138884,0.0002161867,0.00036882106,0.00323816],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99216515,0.0007768878,0.001719539,0.0015148993,0.0016380779,0.002185423],"domain_scores_gemma":[0.996154,0.0007379612,0.00047876601,0.0016788613,0.0002430057,0.000707424],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0010975259,0.0014297322,0.0018709274,0.00061017065,0.0018595759,0.00032397703,0.0017233811,0.00043477773,0.0017668989],"category_scores_gemma":[0.0005690674,0.0015177864,0.0006586017,0.0016065435,0.00049528125,0.0003806009,0.0022942983,0.0017521397,0.00063790847],"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":[0.0009789368,0.0023029174,0.012488525,0.0033659001,0.006739089,0.0019468326,0.020067502,0.012980919,0.7035348,0.014631412,0.1716677,0.04929551],"study_design_scores_gemma":[0.01487456,0.0027969352,0.11881529,0.0010424268,0.005021058,0.0018995983,0.05614788,0.0047704526,0.13925041,0.006094888,0.6346621,0.0146244345],"about_ca_topic_score_codex":0.002233213,"about_ca_topic_score_gemma":0.00063995447,"teacher_disagreement_score":0.5642843,"about_ca_system_score_codex":0.0010600158,"about_ca_system_score_gemma":0.00028345452,"threshold_uncertainty_score":0.99984527},"labels":[],"label_agreement":null},{"id":"W4286681558","doi":"10.53810/jt.v22i2.420","title":"KAJIAN TANAH AMBLAS PADA RUAS JALAN MENUJU TPA WLAHAR KECAMATAN KALIBAGOR, KABUPATEN BANYUMAS","year":2022,"lang":"id","type":"article","venue":"Teodolita Media Komunkasi Ilmiah di Bidang teknik","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Forestry; Geography","score_opus":0.016428393004907085,"score_gpt":0.20642303432167422,"score_spread":0.18999464131676713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4286681558","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":[0.94216174,0.01140635,0.000169306,0.0040728943,0.015895328,0.0018799743,0.0028379487,0.0034982043,0.018078268],"genre_scores_gemma":[0.99054193,0.0011838825,0.00071074447,0.00033903215,0.0016211307,0.00066158606,0.0004949962,0.00039713667,0.004049541],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9919351,0.00073992944,0.0018474549,0.0014898382,0.0017416549,0.0022460718],"domain_scores_gemma":[0.99602294,0.0005346728,0.0005104202,0.0019030077,0.00020204265,0.00082692807],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0011243542,0.0014546718,0.0018030208,0.00065162336,0.0014472489,0.00037344446,0.0018799324,0.00048924115,0.0051704654],"category_scores_gemma":[0.0004445416,0.0015404676,0.00065326074,0.0013695193,0.0006369358,0.00047408874,0.0021186667,0.0018244658,0.0016718471],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022571017,0.0037023274,0.0262627,0.008033843,0.009564121,0.004697378,0.041582603,0.009619665,0.36979666,0.054557245,0.3710445,0.09888187],"study_design_scores_gemma":[0.009909976,0.0018236316,0.121902354,0.0010763285,0.0025669814,0.0011790389,0.034221966,0.004343865,0.031034488,0.0107484665,0.7709922,0.010200677],"about_ca_topic_score_codex":0.0015666984,"about_ca_topic_score_gemma":0.00023632677,"teacher_disagreement_score":0.39994773,"about_ca_system_score_codex":0.0010154612,"about_ca_system_score_gemma":0.00022636294,"threshold_uncertainty_score":0.9998527},"labels":[],"label_agreement":null},{"id":"W4288057041","doi":"10.33751/teknik.v23i1.5608","title":"PEMETAAN TANAH LONGSOR SEBAGAI UPAYA MITIGASI BENCANA SEBUAH KOTA (STUDI KASUS: KECAMATAN BOGOR TENGAH, KOTA BOGOR)","year":2022,"lang":"id","type":"article","venue":"Jurnal Teknik | Majalah Ilmiah Fakultas Teknik UNPAK","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":"Physics; Forestry; Geography","score_opus":0.009193431001270133,"score_gpt":0.20339680550460534,"score_spread":0.19420337450333522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288057041","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":[0.914921,0.022434749,0.0004470123,0.008251237,0.016421761,0.0043482664,0.0071904575,0.0039416933,0.022043845],"genre_scores_gemma":[0.9703834,0.0035565696,0.0020908234,0.0010348074,0.0027838217,0.0010325869,0.00052848156,0.0007537365,0.017835746],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.98489606,0.0010444993,0.0039838925,0.0028451486,0.0032613552,0.0039690253],"domain_scores_gemma":[0.9931566,0.00059964607,0.0014049932,0.002508984,0.0007607265,0.0015690535],"candidate_categories":["metaepi_narrow","sts","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0019815932,0.0029004528,0.0034578328,0.0012720218,0.004194429,0.0009895602,0.0030497927,0.00087086693,0.0056692776],"category_scores_gemma":[0.0006536731,0.002992745,0.0016700458,0.0032576802,0.001052237,0.0009588414,0.0031880718,0.0045892037,0.0014576742],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028404773,0.0061713476,0.014671872,0.00615073,0.019679325,0.006186128,0.008453221,0.028538791,0.26303056,0.013425693,0.48586467,0.1449872],"study_design_scores_gemma":[0.0075436686,0.0020260382,0.01585109,0.0007530274,0.0032010137,0.0026629127,0.015439458,0.0034403775,0.014821005,0.0014720885,0.9260194,0.006769922],"about_ca_topic_score_codex":0.00086787523,"about_ca_topic_score_gemma":0.0002709431,"teacher_disagreement_score":0.44015473,"about_ca_system_score_codex":0.0019972462,"about_ca_system_score_gemma":0.00071204535,"threshold_uncertainty_score":0.9993198},"labels":[],"label_agreement":null},{"id":"W4288070584","doi":"10.29303/spektrum.v9i1.240","title":"KOMBINASI FILLER LIMESTONE DAN ABU BATU PADA CAMPURAN LASTON LAPIS AUS MENGGUNAKAN METODE MARSHALL","year":2022,"lang":"id","type":"article","venue":"Spektrum Sipil","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":"WiLAN (Canada)","funders":"","keywords":"Physics; Animal science; Traditional medicine; Medicine; Biology","score_opus":0.0085818630501324,"score_gpt":0.19384695010595648,"score_spread":0.1852650870558241,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288070584","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":[0.95696944,0.0041624536,0.000057937003,0.003896587,0.009896339,0.0008085798,0.00042676853,0.0011060111,0.0226759],"genre_scores_gemma":[0.9830267,0.0006439786,0.00041017725,0.000181132,0.000558947,0.00020896435,0.00009858254,0.00015802172,0.014713519],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9961257,0.0002732186,0.00085966644,0.0008365651,0.0007600199,0.0011448107],"domain_scores_gemma":[0.998549,0.000116626994,0.00021353622,0.00076224207,0.00008382244,0.00027476894],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004188366,0.00075026165,0.00094055856,0.00023275145,0.00094252854,0.00014591149,0.00064151484,0.00022920805,0.006591466],"category_scores_gemma":[0.000052700438,0.00081069814,0.00034775684,0.00061932026,0.0002352056,0.00018283862,0.001025661,0.0009811011,0.0006652122],"study_design_candidate":"not_applicable","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":[0.0015469991,0.0029543196,0.003707206,0.0038577523,0.00719645,0.0020508904,0.009744096,0.052673556,0.6484703,0.031533744,0.16773288,0.0685318],"study_design_scores_gemma":[0.0054392526,0.0020283472,0.011423466,0.0002795662,0.0010105778,0.0009216935,0.0075012273,0.0021984861,0.061937805,0.004109349,0.8988347,0.0043155365],"about_ca_topic_score_codex":0.00054194237,"about_ca_topic_score_gemma":0.00014990426,"teacher_disagreement_score":0.7311018,"about_ca_system_score_codex":0.0004151013,"about_ca_system_score_gemma":0.00009094404,"threshold_uncertainty_score":0.9994344},"labels":[],"label_agreement":null},{"id":"W4289008195","doi":"","title":"Beneficial use of dredged sediments in road engineering","year":2019,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Geology; Civil engineering; Environmental science; Mining engineering; Geotechnical engineering; Engineering","score_opus":0.012238818196789557,"score_gpt":0.19076854612356128,"score_spread":0.17852972792677171,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4289008195","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":[0.9754172,0.00061726087,0.018902078,0.00033580666,0.000797307,0.0003652314,0.00008605722,0.00032455756,0.0031544953],"genre_scores_gemma":[0.988693,0.00037427005,0.010412068,0.0000071354484,0.00001691291,0.000039459715,0.00008522376,0.000036962658,0.00033499725],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983175,0.00039994167,0.0005231783,0.00031642272,0.00020793857,0.00023505231],"domain_scores_gemma":[0.9983197,0.000283683,0.00014477171,0.00080313167,0.00039429642,0.000054454355],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00089828117,0.00024414432,0.00041347905,0.0001919188,0.0000392291,0.00008994871,0.00040058114,0.00023919136,0.00005383738],"category_scores_gemma":[0.00034447375,0.00027784487,0.00011321062,0.00019602195,0.000057436275,0.00008413452,0.0006162578,0.00038574354,0.000015013793],"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":[0.000057591602,0.00085385225,0.01238271,0.003976775,0.0007187541,0.000012342433,0.009737135,0.66065097,0.19085594,0.028949404,0.001282567,0.09052194],"study_design_scores_gemma":[0.0017104761,0.0000010763507,0.07010287,0.0069132275,0.00012995845,0.000010950234,0.0001312566,0.44708344,0.4585157,0.001516443,0.012096571,0.0017880332],"about_ca_topic_score_codex":0.0006360205,"about_ca_topic_score_gemma":0.00023982585,"teacher_disagreement_score":0.26765975,"about_ca_system_score_codex":0.00007780534,"about_ca_system_score_gemma":0.000043239193,"threshold_uncertainty_score":0.9999674},"labels":[],"label_agreement":null},{"id":"W4297184370","doi":"10.1520/gtj20220093","title":"Discussion of “Determining Soil Plasticity Utilizing Manafi Method and Apparatus” by Masoud S. G. Manafi, An Deng, Abbas Taheri, Mark B. Jaksa, and Nagaraj HB, published in <i>Geotechnical Testing Journal</i> 45, no. 4 (2022): 797–818","year":2022,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical and construction materials studies","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":"Trinity College","funders":"","keywords":"Atterberg limits; Geotechnical engineering; Soil water; Plasticity; Soil test; Clay soil; Mathematics; Soil science; Environmental science; Geology; Materials science; Composite material","score_opus":0.01759546563396301,"score_gpt":0.23884351754137123,"score_spread":0.2212480519074082,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297184370","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":[0.94017565,0.0016594784,0.054649953,0.0004919826,0.0010408532,0.00047101383,0.00006708635,0.0007123635,0.0007316434],"genre_scores_gemma":[0.9440167,0.0002744207,0.055059377,0.00009479445,0.00033961085,0.00005580153,0.0000062776967,0.00010648756,0.00004653463],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99482375,0.0005880767,0.0019378068,0.0007269934,0.0008596616,0.001063678],"domain_scores_gemma":[0.99697673,0.0011485477,0.0007014945,0.0003627277,0.00026136125,0.0005491424],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0038994385,0.0006144069,0.0011195481,0.00046252427,0.0012205476,0.00048152925,0.00068214705,0.0003534537,0.00015813307],"category_scores_gemma":[0.0040889294,0.0005095842,0.00015154586,0.0010522794,0.00046418078,0.00067287544,0.0011135506,0.0035381264,0.0000020313944],"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":[0.00043772266,0.00054208137,0.011159637,0.0008119928,0.00028979234,0.0009372371,0.00035336174,0.30223426,0.38931677,0.00017647227,0.005046821,0.28869382],"study_design_scores_gemma":[0.0052912924,0.002637877,0.022036104,0.0022507242,0.0004458224,0.021280335,0.0021089592,0.91754234,0.0040703337,0.011425741,0.007886577,0.0030238885],"about_ca_topic_score_codex":0.00004428192,"about_ca_topic_score_gemma":0.00000684075,"teacher_disagreement_score":0.61530805,"about_ca_system_score_codex":0.00021243899,"about_ca_system_score_gemma":0.00009732945,"threshold_uncertainty_score":0.9997356},"labels":[],"label_agreement":null},{"id":"W4297224548","doi":"10.29103/tj.v12i2.791","title":"Evaluasi Perkuatan Eksisting Bronjong Pada Kasus Kelongsoran Jalan Cisasawi, Kecamatan Parongpong, Kabupaten Bandung Barat","year":2022,"lang":"id","type":"article","venue":"Teras Jurnal Jurnal Teknik Sipil","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":"Physics; Forestry; Geography","score_opus":0.017081326977851283,"score_gpt":0.227589955927146,"score_spread":0.21050862894929473,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297224548","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":[0.9745158,0.007822529,0.00024140955,0.00093128614,0.0066877385,0.0007539021,0.00048489342,0.00088748516,0.0076749655],"genre_scores_gemma":[0.99386305,0.0008185402,0.0003027137,0.00020013285,0.0020346758,0.00019785126,0.000113264185,0.00027243354,0.0021973355],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9913135,0.0008243883,0.0023995915,0.0012959272,0.0020937654,0.0020728328],"domain_scores_gemma":[0.99678665,0.0003251162,0.000782528,0.0010088693,0.0003245123,0.00077229354],"candidate_categories":["metaepi_narrow","sts","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0016715573,0.0014177639,0.001713116,0.000545512,0.0030606564,0.00084754446,0.0014653701,0.00033793674,0.004991273],"category_scores_gemma":[0.00020249907,0.0014479612,0.0007743133,0.0009812121,0.00031693137,0.0006468348,0.0013202545,0.0027752141,0.00037617344],"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":[0.0038290303,0.0023051344,0.15658519,0.003944279,0.007780788,0.0063929446,0.0108555155,0.049323495,0.47830883,0.0033953749,0.025136571,0.25214285],"study_design_scores_gemma":[0.021686412,0.0056080353,0.5036449,0.0034307064,0.005523825,0.022362176,0.023494126,0.032796882,0.028359242,0.0030153282,0.33450478,0.015573579],"about_ca_topic_score_codex":0.00030990862,"about_ca_topic_score_gemma":0.00009594516,"teacher_disagreement_score":0.4499496,"about_ca_system_score_codex":0.0012951634,"about_ca_system_score_gemma":0.00027376917,"threshold_uncertainty_score":0.99985725},"labels":[],"label_agreement":null},{"id":"W4297534207","doi":"10.1520/gtj20220129","title":"Closure to “Discussion of ‘Determining Soil Plasticity Utilizing Manafi Method and Apparatus’ by M. S. G. Manafi, A. Deng, A. Taheri, M. B. Jaksa, and N. HB”","year":2022,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Closure (psychology); Geotechnical engineering; Consistency (knowledge bases); Plasticity; Meaning (existential); Geology; Mathematics; Materials science; Political science; Philosophy; Epistemology; Geometry","score_opus":0.01653383805136818,"score_gpt":0.23806692493336887,"score_spread":0.22153308688200068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297534207","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":[0.9284413,0.0010237682,0.06853406,0.00050230476,0.00040829106,0.00022851309,0.00004834644,0.00038040697,0.00043301535],"genre_scores_gemma":[0.97223514,0.00008830064,0.027410394,0.00006202064,0.00009642021,0.000027890179,0.0000013468348,0.00003403833,0.000044426968],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982026,0.00012756728,0.0006290431,0.0002971053,0.00033533954,0.00040830616],"domain_scores_gemma":[0.9991318,0.00029048833,0.00015856064,0.00013402534,0.00005958943,0.00022551115],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007851982,0.00024735375,0.00046107193,0.00013838804,0.0005939856,0.00007737238,0.00020593038,0.00010609315,0.00006739117],"category_scores_gemma":[0.00046399204,0.00019816095,0.00006331966,0.00032871315,0.00012234274,0.0000949025,0.000561531,0.0007915671,0.0000014761073],"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":[0.00014869997,0.000112798305,0.0043530115,0.0004830737,0.00022494512,0.00014504502,0.0004538696,0.2171642,0.45634058,0.0002642496,0.008750598,0.31155893],"study_design_scores_gemma":[0.0100584775,0.006668922,0.071515724,0.003773289,0.0014656337,0.03316548,0.008877886,0.6486874,0.07228443,0.0341456,0.10168361,0.007673546],"about_ca_topic_score_codex":0.000011469452,"about_ca_topic_score_gemma":0.0000016325531,"teacher_disagreement_score":0.4315232,"about_ca_system_score_codex":0.000051617655,"about_ca_system_score_gemma":0.000019568304,"threshold_uncertainty_score":0.8080769},"labels":[],"label_agreement":null},{"id":"W4297937715","doi":"","title":"Evaluation de géocomposites multifonctions pour le drainage des résidus miniers. Mémoire bibliographique. Avancement : 15 mois","year":2012,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Geology; Art; Humanities","score_opus":0.02137950288255559,"score_gpt":0.23352153442972254,"score_spread":0.21214203154716696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297937715","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32417676,0.015286182,0.57446116,0.015312583,0.0015783329,0.0016982552,0.00022542206,0.00096037716,0.06630091],"genre_scores_gemma":[0.784495,0.0039185253,0.20660016,0.00004236996,0.000121829784,0.0006232082,0.00028183876,0.000088215456,0.0038288254],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99101037,0.0055761198,0.00096009485,0.00084032264,0.0007198286,0.0008932739],"domain_scores_gemma":[0.99325913,0.00096995593,0.0004891256,0.0015534074,0.00335446,0.00037389746],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.007985769,0.0006762791,0.0006305347,0.0009141178,0.0011993722,0.00049390056,0.0008813674,0.00052787014,0.0008239919],"category_scores_gemma":[0.0010463218,0.00078156893,0.00044119798,0.001540919,0.000816976,0.00038653117,0.0009862059,0.00075008813,0.00017938987],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005002464,0.0031398016,0.015035528,0.0016891503,0.0017459706,0.000010405949,0.019998956,0.041671176,0.20824341,0.15826032,0.006615707,0.5435395],"study_design_scores_gemma":[0.0045824503,0.0000053769313,0.16535002,0.008396861,0.0021290942,0.00018906823,0.0034513378,0.24580209,0.3583597,0.12164217,0.08615233,0.0039395154],"about_ca_topic_score_codex":0.0077699395,"about_ca_topic_score_gemma":0.003848989,"teacher_disagreement_score":0.5396,"about_ca_system_score_codex":0.0007373374,"about_ca_system_score_gemma":0.0004659395,"threshold_uncertainty_score":0.9994635},"labels":[],"label_agreement":null},{"id":"W4306158216","doi":"10.33019/fropil.v9i2.2515","title":"KAJIAN PEMANFAATAN MATRAS BAMBU PADA PERBAIKAN NILAI CALIFORNIA BEARING RATIO (CBR) TANAH LEMPUNG","year":2022,"lang":"id","type":"article","venue":"FROPIL (Forum Profesional Teknik Sipil)","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":"Mathematics; Horticulture; Physics; Biology","score_opus":0.010148915293684944,"score_gpt":0.20981400549276114,"score_spread":0.1996650901990762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306158216","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":[0.92970395,0.008611737,0.002049722,0.01920278,0.020692127,0.0030983351,0.0036403048,0.0025450157,0.010456025],"genre_scores_gemma":[0.981419,0.00031402436,0.0011457492,0.00057005935,0.00092703215,0.0005315877,0.00039718003,0.0002173548,0.014478001],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9940991,0.00038441352,0.0014368925,0.0011001765,0.0014105189,0.0015689215],"domain_scores_gemma":[0.99806803,0.00018629084,0.0003460079,0.00080615946,0.00017566873,0.00041784096],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000604531,0.000954784,0.0010482883,0.00030877968,0.003033927,0.00025899828,0.0009232068,0.00031553424,0.0068898834],"category_scores_gemma":[0.00011287693,0.0009821381,0.000458952,0.00066230306,0.0003029942,0.00036481294,0.0018950293,0.0015804957,0.0014784546],"study_design_candidate":"not_applicable","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":[0.0019024654,0.0025441872,0.040671296,0.006065647,0.0039799903,0.0012101678,0.005987589,0.05022259,0.48677453,0.056302488,0.3211672,0.023171837],"study_design_scores_gemma":[0.0046833325,0.0013529031,0.025754765,0.0008818437,0.00072180387,0.0006952623,0.029129202,0.01245633,0.01931373,0.0068283533,0.8929692,0.00521328],"about_ca_topic_score_codex":0.0003500312,"about_ca_topic_score_gemma":0.00022867387,"teacher_disagreement_score":0.57180196,"about_ca_system_score_codex":0.0006907441,"about_ca_system_score_gemma":0.0003244683,"threshold_uncertainty_score":0.999299},"labels":[],"label_agreement":null},{"id":"W4308314355","doi":"10.18280/ijdne.170510","title":"Improving the Characteristics of Subgrade Soil Using Different Chemical Additives: Case Study Al-Nasiriya Soil","year":2022,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Subgrade; Lime; Swelling; California bearing ratio; Compaction; Soil stabilization; Durability; Cement; Curing (chemistry); Materials science; Geotechnical engineering; Environmental science; Composite material; Metallurgy; Soil water; Geology; Soil science","score_opus":0.01056813567828246,"score_gpt":0.2271180358780141,"score_spread":0.21654990019973164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308314355","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":[0.9920574,0.00025488005,0.0061758347,0.00011302435,0.0012177044,0.000085304135,0.000075574564,0.000013626516,0.000006662435],"genre_scores_gemma":[0.9993077,0.00011308815,0.00033285026,0.000050008,0.00017158926,0.000004636984,0.0000036147283,0.000013097738,0.0000034021525],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990147,0.000059609738,0.00042879523,0.00008632816,0.00030489676,0.000105672516],"domain_scores_gemma":[0.9993677,0.0001316473,0.00024356383,0.00006887164,0.00015362265,0.00003458805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023209896,0.00012372302,0.0002262483,0.00009997649,0.00010502411,0.000041702056,0.0002163045,0.000050626455,0.000023459015],"category_scores_gemma":[0.000050600862,0.00009009568,0.000076591576,0.00006322435,0.000052101706,0.00007642773,0.00014126941,0.0005492505,1.00845654e-7],"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":[0.0016442138,0.0020828587,0.016002294,0.00028477333,0.0066332123,0.008343059,0.008374646,0.18259156,0.6520349,0.0012552196,0.0009841835,0.119769126],"study_design_scores_gemma":[0.0046293163,0.0014040879,0.0094078025,0.00022355164,0.00091380597,0.05516215,0.030004175,0.87435895,0.019709114,0.0024403215,0.0005716689,0.0011750241],"about_ca_topic_score_codex":0.000015815162,"about_ca_topic_score_gemma":0.000006671342,"teacher_disagreement_score":0.69176745,"about_ca_system_score_codex":0.00009243008,"about_ca_system_score_gemma":0.000023849245,"threshold_uncertainty_score":0.3673995},"labels":[],"label_agreement":null},{"id":"W4308708577","doi":"10.23960/jpi.v3n2.82","title":"PENANGANAN AMBLESAN JALAN KERETA API PADA KM. 112+000 - KM. 114+000 ANTARA CEMPAKA - KETAPANG LINTAS TARAHAN – TANJUNG ENIM","year":2022,"lang":"id","type":"article","venue":"Jurnal Profesi Insinyur Universitas Lampung","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":"WiLAN (Canada)","funders":"","keywords":"Physics; Forestry; Geography","score_opus":0.01049762203020674,"score_gpt":0.1942118802718374,"score_spread":0.18371425824163065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308708577","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":[0.95943576,0.0058518276,0.00029090367,0.0022732227,0.008214658,0.0016341216,0.0009509442,0.0011279754,0.020220565],"genre_scores_gemma":[0.9919583,0.0007778026,0.0005314834,0.00038260565,0.0007565676,0.000025414576,0.00029543502,0.00016291889,0.005109458],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9941618,0.0006636443,0.0012243253,0.0011256395,0.0011764196,0.001648199],"domain_scores_gemma":[0.9975548,0.00015252279,0.0006002526,0.0008988324,0.00024170027,0.00055194215],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006695959,0.0011383787,0.001370681,0.000674749,0.0029139402,0.0003018682,0.001233404,0.0004144684,0.0037310675],"category_scores_gemma":[0.000042613057,0.0012505408,0.0006193113,0.0012380596,0.0003786918,0.0008253822,0.0016726137,0.0022087332,0.00019339658],"study_design_candidate":"not_applicable","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":[0.007935878,0.004643179,0.038398795,0.008357654,0.022540877,0.018921925,0.055918593,0.05625452,0.42931756,0.0674833,0.23740149,0.052826226],"study_design_scores_gemma":[0.009011916,0.0023463543,0.021726666,0.0012692524,0.0040519144,0.0020006238,0.117278725,0.0061908024,0.01917262,0.0018556941,0.80822283,0.006872585],"about_ca_topic_score_codex":0.0008033102,"about_ca_topic_score_gemma":0.00025996522,"teacher_disagreement_score":0.57082134,"about_ca_system_score_codex":0.0012524013,"about_ca_system_score_gemma":0.00024703905,"threshold_uncertainty_score":0.9989944},"labels":[],"label_agreement":null},{"id":"W4308864932","doi":"10.5267/j.esm.2022.8.002","title":"The analysis of numerical self-compacting concrete wall panel models with variations of shear reinforcement","year":2022,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Universitas Sriwijaya","keywords":"Shear wall; Reinforcement; Structural engineering; Materials science; Ductility (Earth science); Shear (geology); Stiffness; Composite material; Shear strength (soil); Boundary value problem; Geotechnical engineering; Engineering; Geology; Mathematics","score_opus":0.01033066407989889,"score_gpt":0.18675837720097258,"score_spread":0.1764277131210737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308864932","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.053220168,0.0001570724,0.94564646,0.00004147322,0.0002944387,0.00017607673,0.000030375042,0.0003296219,0.00010433727],"genre_scores_gemma":[0.99318373,0.00005070951,0.006666537,0.0000045828046,0.000011902058,0.000049347087,0.000006296946,0.000018500212,0.000008390571],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911356,0.000015709807,0.00034919634,0.00009661493,0.00023682693,0.00018810155],"domain_scores_gemma":[0.9995348,0.00008749717,0.000082245395,0.00021036212,0.000050955274,0.00003413224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020706102,0.00011878957,0.0003116645,0.00011273262,0.00013094455,0.000010497078,0.00014568311,0.000024952162,0.000030062087],"category_scores_gemma":[0.000014849574,0.000096618,0.000091498696,0.00058314524,0.0000074065215,0.000042086394,0.00007627845,0.0001393223,3.814359e-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":[0.000005519695,0.0000029062955,0.0000018220618,0.000028643044,0.0008986491,3.7961505e-7,0.00031504885,0.96953964,0.003938187,0.025187718,0.0000048675056,0.00007660779],"study_design_scores_gemma":[0.000112980255,0.0000515533,0.000021576972,0.00000673331,0.00033005164,0.0000034097873,0.00016827186,0.9965524,0.002184103,0.00014681641,0.00031571806,0.00010636803],"about_ca_topic_score_codex":0.000021209622,"about_ca_topic_score_gemma":5.636673e-7,"teacher_disagreement_score":0.9399636,"about_ca_system_score_codex":0.00006148589,"about_ca_system_score_gemma":0.000014430399,"threshold_uncertainty_score":0.39399678},"labels":[],"label_agreement":null},{"id":"W4312573588","doi":"10.24843/jitpa.2022.v07.i02.p01","title":"Deteksi Jejak Komponen Polimer Geomembran pada Garam dengan Alas Pengering Plastik Geomembran","year":2022,"lang":"en","type":"article","venue":"Jurnal Ilmiah Teknologi Pertanian Agrotechno","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":"Geomembrane Technologies (Canada)","funders":"","keywords":"Geomembrane; Distilled water; High-density polyethylene; Salt (chemistry); Fourier transform infrared spectroscopy; Materials science; Polymer; Plastic film; Polyethylene; Chemistry; Composite material; Chemical engineering; Chromatography; Organic chemistry","score_opus":0.007727147339119546,"score_gpt":0.1762243591160034,"score_spread":0.16849721177688384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312573588","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":[0.9911372,0.0010880346,0.00027779868,0.0007286535,0.0014354689,0.00047452466,0.00008237007,0.0028783693,0.0018975976],"genre_scores_gemma":[0.9977723,0.0002656147,0.0007033402,0.0001602027,0.00027056303,0.00029410914,0.00001627579,0.000121199046,0.00039641652],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99691844,0.00007698904,0.0007621415,0.0006258963,0.000593575,0.0010229556],"domain_scores_gemma":[0.998859,0.00008759544,0.00015158097,0.00061364175,0.0000628952,0.00022531145],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002986192,0.00061533006,0.0006920957,0.00045070006,0.001103903,0.00013560336,0.0009207029,0.00031734377,0.001089015],"category_scores_gemma":[0.00007049054,0.0005957469,0.00026600301,0.0006945221,0.00023816274,0.00022050574,0.00068208994,0.0015452511,0.00024249188],"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":[0.00014738912,0.00017194677,0.0011296746,0.00022333012,0.0004711443,0.00045075704,0.0003711196,0.03538785,0.9352426,0.0017398733,0.0022310868,0.022433229],"study_design_scores_gemma":[0.006952943,0.0023086225,0.05263503,0.00039631035,0.0006726725,0.008511693,0.008158155,0.030767843,0.4341985,0.010807425,0.4357804,0.008810413],"about_ca_topic_score_codex":0.00008585776,"about_ca_topic_score_gemma":0.00006616371,"teacher_disagreement_score":0.5010441,"about_ca_system_score_codex":0.00037189556,"about_ca_system_score_gemma":0.000048715137,"threshold_uncertainty_score":0.9998241},"labels":[],"label_agreement":null},{"id":"W4313046693","doi":"10.56189/jagris.v2i1.27546","title":"KARATERISTIK MORFOLOGI TANAH DARI BERBAGAI BAHAN INDUK DI DESA WAKOILA KECAMATAN SAWERIGADI, KABUPATEN MUNA BARAT","year":2022,"lang":"en","type":"article","venue":"Jurnal Berkala Ilmu-Ilmu Pertanian (Journal of Agricultural Sciences)","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":"WiLAN (Canada)","funders":"","keywords":"Alluvium; Soil water; Horizon; Soil science; Parent rock; Geology; Soil texture; Soil horizon; Texture (cosmology); Mineralogy; Soil morphology; Soil test; Soil classification; Geochemistry; Geomorphology; Mathematics","score_opus":0.00970734264643802,"score_gpt":0.19249776174304883,"score_spread":0.1827904190966108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313046693","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":[0.99187976,0.0011124567,0.000035788536,0.0011790621,0.0027847956,0.00020891846,0.000071412185,0.00016238917,0.002565417],"genre_scores_gemma":[0.9978007,0.00030414472,0.0009077257,0.00016870801,0.0005351256,0.000025795078,0.00000989362,0.000026291349,0.00022159667],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99592745,0.00019932866,0.0012875714,0.0004474417,0.0012458726,0.0008923052],"domain_scores_gemma":[0.99839884,0.000091769,0.00055470545,0.00023437114,0.00028654162,0.00043374716],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0008369201,0.0005463289,0.000817471,0.00026255022,0.001492482,0.00042285936,0.0013510307,0.00015814879,0.0009452423],"category_scores_gemma":[0.00007895627,0.00034626774,0.00037427896,0.001288289,0.0004611291,0.0008154291,0.00039914146,0.0009976218,0.0000437085],"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":[0.00032140876,0.00046362253,0.038001213,0.00020780187,0.00093653076,0.00081711117,0.0032564048,0.12118651,0.79502153,0.0023356183,0.020241145,0.017211085],"study_design_scores_gemma":[0.0023735568,0.002873178,0.9023066,0.00032627396,0.00044530616,0.01403623,0.009991706,0.0017207115,0.02032486,0.0008975024,0.04203829,0.0026657956],"about_ca_topic_score_codex":0.00013551462,"about_ca_topic_score_gemma":0.00006706816,"teacher_disagreement_score":0.8643054,"about_ca_system_score_codex":0.0005912466,"about_ca_system_score_gemma":0.00012840632,"threshold_uncertainty_score":0.99996805},"labels":[],"label_agreement":null},{"id":"W4313821843","doi":"10.32520/jupel.v4i3.2408","title":"ANALISIS PERSETUJUAN BANGUNAN GEDUNG (PBG) DENGAN MENGGUNAKAN APLIKASI SIMBG DI DINAS PUPR KABUPATEN KUANTAN SINGINGI TAHUN 2022","year":2022,"lang":"id","type":"article","venue":"JURNAL PERANGKAT LUNAK","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":6,"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":"Humanities; Art","score_opus":0.008972056707257096,"score_gpt":0.20688468826560952,"score_spread":0.19791263155835243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313821843","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":[0.979463,0.006671189,0.000113533206,0.0015356308,0.005114288,0.0006387771,0.0006238136,0.0007395694,0.0051002097],"genre_scores_gemma":[0.99441874,0.0009352678,0.00017766845,0.00023982546,0.001158923,0.00022323379,0.00014204925,0.00023713693,0.002467145],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9938788,0.000520561,0.0013690047,0.0011583115,0.0014119459,0.0016613981],"domain_scores_gemma":[0.99781376,0.00017447291,0.00036604085,0.0008947404,0.00019495518,0.0005560568],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0009438192,0.0011097625,0.0013299895,0.0006011044,0.0029412755,0.00051439874,0.0010135116,0.0002989196,0.0057165246],"category_scores_gemma":[0.000111896006,0.0011756723,0.00083103037,0.0012863654,0.00026708204,0.00042377232,0.0010416136,0.0019437806,0.00019319184],"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":[0.0019066341,0.0025389208,0.08782631,0.0032733283,0.00858683,0.003854831,0.02630691,0.116734505,0.64325213,0.010868098,0.03804434,0.056807168],"study_design_scores_gemma":[0.011247708,0.0037714974,0.19867012,0.0012487861,0.0051452415,0.0054161116,0.09544787,0.044814058,0.026770601,0.0017824182,0.59289485,0.012790754],"about_ca_topic_score_codex":0.0005233546,"about_ca_topic_score_gemma":0.00011267785,"teacher_disagreement_score":0.61648154,"about_ca_system_score_codex":0.00093894143,"about_ca_system_score_gemma":0.00013936461,"threshold_uncertainty_score":0.99906933},"labels":[],"label_agreement":null},{"id":"W4318200103","doi":"10.5267/j.esm.2023.1.002","title":"Orthotropic plates with dynamic vertical seismic load modeled as multi line","year":2023,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Orthotropic material; Structural engineering; Boundary value problem; Stiffness; Slab; Geology; Fault (geology); Line (geometry); Geometry; Mathematics; Engineering; Mathematical analysis; Finite element method; Seismology","score_opus":0.007035325395120175,"score_gpt":0.2052794432261789,"score_spread":0.19824411783105872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4318200103","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":[0.66823596,0.00020639737,0.32760647,0.000067041976,0.00078027154,0.00016357728,0.000013323888,0.0029055835,0.000021345026],"genre_scores_gemma":[0.9966336,0.0003482943,0.0026615402,0.000013912569,0.00005589416,0.00006084298,0.000013612206,0.00007544832,0.00013687568],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989117,0.0000063146754,0.0002399346,0.00021421864,0.00019545417,0.00043241872],"domain_scores_gemma":[0.9995968,0.00003066737,0.000011919993,0.00021309093,0.000048236827,0.000099308505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000076721626,0.0002544162,0.0003019302,0.0001029785,0.000059743114,0.000030475514,0.00012842062,0.00011930867,0.000026077736],"category_scores_gemma":[0.000042267508,0.0002288247,0.000057210797,0.0003387096,0.000013261335,0.00008718102,0.00006437205,0.0002162044,0.00027705723],"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":[0.000009497271,0.000008267245,0.0000016538412,0.00008637206,0.00007919255,0.000020869724,0.000047425856,0.9394571,0.058372576,0.00144073,0.00001577121,0.0004605135],"study_design_scores_gemma":[0.00033369716,0.00006769714,0.00003307311,0.00005784704,0.000030171896,0.000020033607,0.000032119988,0.9830168,0.015189985,0.00045654058,0.00047761484,0.00028440577],"about_ca_topic_score_codex":0.000005623643,"about_ca_topic_score_gemma":0.000004376405,"teacher_disagreement_score":0.3283976,"about_ca_system_score_codex":0.000085622065,"about_ca_system_score_gemma":0.000022129268,"threshold_uncertainty_score":0.9331201},"labels":[],"label_agreement":null},{"id":"W4318318185","doi":"10.31219/osf.io/xsdj3","title":"perencanaan wilayah kota","year":2023,"lang":"id","type":"preprint","venue":"","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Business; Environmental planning; Environmental science; Political science","score_opus":0.03735386860966689,"score_gpt":0.22894866045029064,"score_spread":0.19159479184062375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4318318185","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":[0.5464588,0.0019665048,0.012047324,0.009293582,0.056272794,0.0021430622,0.00055062724,0.016236266,0.35503104],"genre_scores_gemma":[0.9261376,0.0035821882,0.0012730074,0.00006804549,0.0010091808,0.00020541668,0.00006289067,0.00015282104,0.06750883],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9980231,0.00003489081,0.0005900312,0.00057828455,0.0002590659,0.00051465695],"domain_scores_gemma":[0.9990392,0.000056678367,0.000074869466,0.00059938204,0.00008763489,0.00014225127],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00015753444,0.00050097523,0.0006489382,0.00012574943,0.00014650816,0.00014174261,0.00039825618,0.00044356214,0.0024683853],"category_scores_gemma":[0.00005444234,0.00046762213,0.00023580094,0.00018065223,0.00012673902,0.000039703944,0.0011321781,0.0005770052,0.008610247],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015614922,0.0004260019,0.010773748,0.01800257,0.010283621,0.0004957763,0.0031781697,0.27965444,0.0624167,0.12056058,0.38184667,0.11220558],"study_design_scores_gemma":[0.0026315008,0.0004396176,0.173433,0.0035373,0.0017082694,0.00020648689,0.0051441537,0.04869388,0.026089938,0.084375225,0.64230704,0.011433555],"about_ca_topic_score_codex":0.00054673065,"about_ca_topic_score_gemma":0.00022372173,"teacher_disagreement_score":0.37967885,"about_ca_system_score_codex":0.00009074339,"about_ca_system_score_gemma":0.00004787949,"threshold_uncertainty_score":0.99977756},"labels":[],"label_agreement":null},{"id":"W4319017955","doi":"10.1007/978-3-031-15904-6_21","title":"Strategy for Sustainable Urban Climate Mitigation: Kupang City Climate Risk Assessment","year":2023,"lang":"en","type":"book-chapter","venue":"Environment & policy","topic":"Geotechnical and construction materials studies","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 British Columbia","funders":"","keywords":"Climate change; Sanitation; Vulnerability (computing); Business; Environmental planning; Greenhouse gas; Urbanization; Municipal solid waste; Natural resource economics; Geography; Environmental resource management; Environmental science; Environmental engineering; Economic growth; Engineering; Economics; Waste management","score_opus":0.01423291436079356,"score_gpt":0.2355698943028271,"score_spread":0.22133697994203355,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319017955","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007707392,0.0011449947,0.0025960295,0.0009272591,0.0011685928,0.003835535,0.00426336,0.0030042075,0.97535264],"genre_scores_gemma":[0.23408945,0.06394777,0.0028280776,0.00022415287,0.0053948704,0.0018946722,0.0014687446,0.00093780755,0.68921447],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99805504,0.000015849422,0.00051844795,0.0004088733,0.00025245224,0.000749351],"domain_scores_gemma":[0.99923193,0.000060171995,0.00018058794,0.00038657145,0.000022339324,0.0001183954],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00023336311,0.00047883886,0.0004968788,0.00016611634,0.000356222,0.00009961001,0.0001722727,0.00029847375,0.0005058029],"category_scores_gemma":[0.000012773792,0.0004968451,0.00022346184,0.000034904697,0.00013805917,0.00011171937,0.00024027636,0.00030580716,0.00034380343],"study_design_candidate":"theoretical_or_conceptual","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":[0.000031659973,0.000037698712,0.00032462098,0.0016075543,0.00064945535,0.000039045837,0.00010455152,0.035554588,0.00033755667,0.9422829,0.009705623,0.009324746],"study_design_scores_gemma":[0.0013130357,0.00034577082,0.0070599434,0.00024495204,0.0006091221,0.000012830996,0.00038497508,0.0019798898,0.00051802135,0.17158885,0.81381255,0.0021300772],"about_ca_topic_score_codex":0.000040156254,"about_ca_topic_score_gemma":0.000005254238,"teacher_disagreement_score":0.8041069,"about_ca_system_score_codex":0.00042833993,"about_ca_system_score_gemma":0.00003163998,"threshold_uncertainty_score":0.9997483},"labels":[],"label_agreement":null},{"id":"W4323344646","doi":"10.32722/pt.v21i3.5043","title":"Analisis Stabilitas Dinding Penahan Tanah Pada Pembangunan Jalan Inspeksi Waduk Brigif","year":2022,"lang":"id","type":"article","venue":"Jurnal Poli-Teknologi","topic":"Geotechnical and construction materials studies","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":"WiLAN (Canada)","funders":"","keywords":"Physics","score_opus":0.013980827727920838,"score_gpt":0.22216339704997604,"score_spread":0.2081825693220552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323344646","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":[0.9836993,0.003310755,0.00010405593,0.0022095225,0.0038390323,0.0004009888,0.0005440051,0.0007089554,0.0051833848],"genre_scores_gemma":[0.9974515,0.0006170338,0.0001272414,0.00023564637,0.00068551523,0.0001003591,0.00004222731,0.0000940732,0.0006464157],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99578977,0.00035643615,0.0010735745,0.0007452925,0.00071177207,0.0013231458],"domain_scores_gemma":[0.99841344,0.00016868525,0.00032412566,0.00066507555,0.000110842004,0.00031782206],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005238397,0.0006753505,0.0009364951,0.00044718216,0.0013258638,0.0002164826,0.0008279912,0.0002573634,0.0037008228],"category_scores_gemma":[0.00021284359,0.0006688354,0.000434387,0.0008864082,0.0003660923,0.00024237526,0.001185263,0.0013043779,0.00024032783],"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":[0.0013565194,0.0025442205,0.41248596,0.003673741,0.007861652,0.004824455,0.008608604,0.028606322,0.33902934,0.056462035,0.097716734,0.036830433],"study_design_scores_gemma":[0.006767639,0.0041752015,0.6590711,0.0005673244,0.001731837,0.0047352095,0.050219204,0.0029906856,0.036362093,0.011545249,0.2139007,0.0079337945],"about_ca_topic_score_codex":0.0006938533,"about_ca_topic_score_gemma":0.00020854009,"teacher_disagreement_score":0.30266723,"about_ca_system_score_codex":0.0007984705,"about_ca_system_score_gemma":0.00010727054,"threshold_uncertainty_score":0.99997425},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99204385,0.0012355598,0.0003978397,0.000561286,0.0012761502,0.00026598034,0.00006207885,0.0003898542,0.0037674205],"genre_scores_gemma":[0.9979549,0.00007945777,0.00014995766,0.00011787201,0.00016351131,0.00015050035,0.000009107802,0.00004994888,0.0013247463],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99795216,0.00009571177,0.0006709865,0.0002911738,0.00054083753,0.00044913287],"domain_scores_gemma":[0.99923617,0.000040197858,0.00014036706,0.00035515867,0.00011185227,0.00011627928],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00027836201,0.00030675478,0.00053955143,0.000175461,0.00036902222,0.000040161103,0.00031518328,0.000097573364,0.00052512495],"category_scores_gemma":[0.00006360649,0.00026160586,0.00019828374,0.0003465605,0.00013990932,0.000104157436,0.000196316,0.00035997923,0.000018965473],"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":[0.000551575,0.0001674763,0.00042691806,0.000421258,0.000260555,0.000030396646,0.0002776968,0.10234154,0.8831659,0.0007309151,0.0035030174,0.008122729],"study_design_scores_gemma":[0.0048200996,0.00064513873,0.0042204303,0.00026880795,0.00025829813,0.00013152222,0.00071012264,0.04378955,0.9073896,0.0013245217,0.034968197,0.0014737155],"about_ca_topic_score_codex":0.00012948962,"about_ca_topic_score_gemma":0.000018697807,"teacher_disagreement_score":0.05855199,"about_ca_system_score_codex":0.00009797478,"about_ca_system_score_gemma":0.00008929177,"threshold_uncertainty_score":0.9999836},"labels":[],"label_agreement":null},{"id":"W4375847307","doi":"10.22219/skpsppi.v3i1.7718","title":"Penyesuaian Konsep Desain Struktur Jembatan Tol Sidoarjo - Porong dengan Menggunakan Konsep Desain Slab On Pile","year":2023,"lang":"id","type":"article","venue":"Seminar Keinsinyuran Program Studi Program Profesi Insinyur","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":"Physics; Humanities; Precast concrete; Structural engineering; Art; Engineering","score_opus":0.027539638518746096,"score_gpt":0.3015263348375804,"score_spread":0.2739866963188343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4375847307","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":[0.9448868,0.0037142364,0.00004858344,0.0023917353,0.006507323,0.016040172,0.00045574523,0.016720874,0.009234519],"genre_scores_gemma":[0.9706338,0.0031507306,0.010773418,0.0002657735,0.0014893955,0.0058867414,0.00070429547,0.0009046463,0.0061911764],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.98410815,0.0014690048,0.0033829769,0.003359529,0.0023986946,0.005281627],"domain_scores_gemma":[0.99324,0.00074347056,0.0009546367,0.0028239693,0.00090465095,0.0013332723],"candidate_categories":["metaepi_narrow","sts","scholarly_communication","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.0024996751,0.0033707586,0.0032691667,0.0013070162,0.003204967,0.0015978917,0.0019392102,0.0017983842,0.0003243517],"category_scores_gemma":[0.00073874654,0.0033540572,0.0012111637,0.005129673,0.0018153975,0.0010051227,0.0015116704,0.0033256987,0.0032403523],"study_design_candidate":"design_other","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":[0.0010636294,0.0045944992,0.0038103873,0.0034107184,0.0028317792,0.0016791144,0.005609206,0.0004168124,0.0083890185,0.0030638245,0.020480745,0.9446503],"study_design_scores_gemma":[0.017380409,0.029236572,0.08804837,0.0096281925,0.004284947,0.001249508,0.043211076,0.0076913494,0.038827337,0.0035332197,0.73976237,0.017146634],"about_ca_topic_score_codex":0.00032132,"about_ca_topic_score_gemma":0.00064012816,"teacher_disagreement_score":0.92750365,"about_ca_system_score_codex":0.0010168325,"about_ca_system_score_gemma":0.00049504766,"threshold_uncertainty_score":0.9994975},"labels":[],"label_agreement":null},{"id":"W4376858122","doi":"10.37303/sistem.v17i3.217","title":"PERENCANAAN STRUKTUR GEDUNG SEKOLAH SD ISLAMIC GLOBAL SCHOOL MALANG AKIBAT PENAMBAHAN RUANG KELAS BARU","year":2021,"lang":"id","type":"article","venue":"SISTEM Jurnal Ilmu Ilmu Teknik","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":"Physics; Humanities; Art","score_opus":0.008798071243329538,"score_gpt":0.21514444225722598,"score_spread":0.20634637101389644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376858122","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":[0.93665546,0.012056471,0.0002821365,0.0013033935,0.006606591,0.0004977255,0.0004733038,0.0007208442,0.04140406],"genre_scores_gemma":[0.9862624,0.0013864662,0.0010123383,0.00019136722,0.0015727932,0.00005296932,0.000067587105,0.0001333614,0.009320708],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99443436,0.000343676,0.0015254467,0.0011570033,0.0009493084,0.0015902249],"domain_scores_gemma":[0.99745303,0.00010712432,0.0003672356,0.0009726716,0.00049950555,0.0006004016],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00040251695,0.0011170551,0.0013891716,0.00017300253,0.0008044185,0.0008038372,0.0007234069,0.00066328625,0.0029693379],"category_scores_gemma":[0.00025418936,0.0011441993,0.0007484795,0.0009304574,0.00028036514,0.0004737344,0.0007029696,0.0012101982,0.0019591907],"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":[0.00093382626,0.0015468688,0.077985026,0.013168178,0.012787007,0.008704136,0.0021267703,0.015988827,0.6494931,0.06854185,0.046705887,0.10201855],"study_design_scores_gemma":[0.012240881,0.0013746325,0.5874625,0.00939917,0.0055160928,0.015896896,0.026769402,0.008316962,0.07696411,0.010114731,0.23236787,0.013576759],"about_ca_topic_score_codex":0.00034531087,"about_ca_topic_score_gemma":0.0009090125,"teacher_disagreement_score":0.57252896,"about_ca_system_score_codex":0.0009670576,"about_ca_system_score_gemma":0.00055292697,"threshold_uncertainty_score":0.9991008},"labels":[],"label_agreement":null},{"id":"W4376999847","doi":"10.33087/talentasipil.v6i1.214","title":"Kuat Tekan Beton Mutu 21,7 MPa Berdasarkan SNI 7656:2012 dan AHSP Tahun 2022","year":2023,"lang":"en","type":"article","venue":"Jurnal Talenta Sipil","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":"Compressive strength; Cementitious; Materials science; Portland cement; Aggregate (composite); SNi; Cement; Geotechnical engineering; Composite material; Chemistry; Engineering","score_opus":0.011221094648591631,"score_gpt":0.2129809195138805,"score_spread":0.20175982486528887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376999847","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":[0.9869782,0.00049481884,0.000098036624,0.00055451476,0.0027555937,0.00018209957,0.000073324874,0.0011092126,0.007754214],"genre_scores_gemma":[0.99589247,0.00066252257,0.00016713991,0.000078922145,0.00079118524,0.00005583911,0.000046429708,0.000062278625,0.002243236],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99838144,0.000035441855,0.00041990072,0.00027842767,0.00035192844,0.0005328928],"domain_scores_gemma":[0.99939024,0.00004360679,0.00006407829,0.00029243322,0.000040657404,0.00016897384],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00018701362,0.0002835005,0.00033775982,0.00015943035,0.00023514796,0.00007967825,0.0002642953,0.00012161237,0.00069974834],"category_scores_gemma":[0.000024833013,0.00026447713,0.00015484013,0.00044330722,0.00010673218,0.00022672176,0.00016030154,0.0002959891,0.00087681325],"study_design_candidate":"not_applicable","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":[0.00015783978,0.00025402376,0.023699483,0.0009416834,0.0009907093,0.00038183664,0.0009766326,0.0073153796,0.485551,0.002894356,0.25772128,0.21911581],"study_design_scores_gemma":[0.0027405634,0.0004013928,0.13056949,0.00035017703,0.00028464227,0.00043179753,0.0023882906,0.00465178,0.071118325,0.0032598067,0.7814149,0.0023887814],"about_ca_topic_score_codex":0.000022266655,"about_ca_topic_score_gemma":0.000027321921,"teacher_disagreement_score":0.5236937,"about_ca_system_score_codex":0.00007832077,"about_ca_system_score_gemma":0.000012418236,"threshold_uncertainty_score":0.99998075},"labels":[],"label_agreement":null},{"id":"W4377372213","doi":"10.59637/jsti.v18i2.224","title":"KAJIAN TEKNIS KESTABILAN TEROWONGAN BATU LUBANG II MENGGUNAKAN METODE EMPIRIS DAN NUMERIK DI DESA SIMANINGGIR","year":2014,"lang":"id","type":"article","venue":"Jurnal Sains dan Teknologi ISTP","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":"Physics; Humanities; Analytical Chemistry (journal); Art; Chemistry; Chromatography","score_opus":0.011247793768830148,"score_gpt":0.21707909204874895,"score_spread":0.2058312982799188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377372213","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":[0.9804415,0.0011710927,0.0020908634,0.0018512642,0.0022703055,0.0005267433,0.00008283581,0.0016307554,0.009934628],"genre_scores_gemma":[0.9948455,0.00047060044,0.0014191024,0.00031650835,0.0013296689,0.00008122317,0.00005445259,0.00018642808,0.0012965201],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9946252,0.00047391484,0.0014433207,0.001115814,0.00063496473,0.0017067756],"domain_scores_gemma":[0.9973844,0.00025469594,0.000500241,0.0011287738,0.00020048255,0.0005313707],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":[],"category_scores_codex":[0.0007971626,0.001186889,0.0014649986,0.00036254062,0.0015725873,0.0003911643,0.0010909245,0.0007488765,0.00021048053],"category_scores_gemma":[0.000614835,0.0010863706,0.0005169114,0.0006013067,0.00073242455,0.00035254497,0.00091054087,0.0014022941,0.00027620821],"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":[0.000519697,0.0015304026,0.09454661,0.0020308811,0.003600401,0.0005661395,0.006198871,0.0049072853,0.63622767,0.010315514,0.019916,0.21964055],"study_design_scores_gemma":[0.00323319,0.0028746352,0.17009696,0.0008564158,0.0010180093,0.0006687583,0.0038367459,0.004002365,0.09647884,0.0014067926,0.71113294,0.004394347],"about_ca_topic_score_codex":0.00018293623,"about_ca_topic_score_gemma":0.0002977949,"teacher_disagreement_score":0.69121695,"about_ca_system_score_codex":0.00046800164,"about_ca_system_score_gemma":0.00008041683,"threshold_uncertainty_score":0.99972725},"labels":[],"label_agreement":null},{"id":"W4377819412","doi":"10.59637/jsti.v17i1.146","title":"PEMANFAATAN PROGRAM CAD (COMPUTER AIDED DESIGN) DALAM PERHITUNGAN VOLUME PEKERJAAN BANGUNAN","year":2014,"lang":"id","type":"article","venue":"Jurnal Sains dan Teknologi ISTP","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":"Humanities; Art","score_opus":0.013727980479981474,"score_gpt":0.2188942718215033,"score_spread":0.20516629134152184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377819412","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":[0.91168934,0.0013844738,0.067689024,0.0021398605,0.006173754,0.0019781266,0.00006786797,0.00409925,0.004778322],"genre_scores_gemma":[0.97669166,0.00029315968,0.018312331,0.00016899173,0.0018672699,0.0001359518,0.000037553524,0.00013549557,0.002357582],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99576414,0.00044302866,0.0010726181,0.00089998887,0.00048172678,0.0013385196],"domain_scores_gemma":[0.9981241,0.00014163123,0.00031268777,0.00084319216,0.00019769091,0.00038065016],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006638669,0.0008710765,0.0010696304,0.00023494528,0.0006660651,0.0004396708,0.00084234675,0.0006172177,0.00023084471],"category_scores_gemma":[0.00022008436,0.00078803574,0.0003960754,0.0004076277,0.00054816366,0.00024201673,0.00049841806,0.0010056357,0.0006318059],"study_design_candidate":"design_other","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":[0.00046512374,0.002094623,0.031298835,0.002375867,0.0026047728,0.0007332751,0.0022734287,0.014600751,0.0680436,0.013916169,0.031145485,0.8304481],"study_design_scores_gemma":[0.004329486,0.0066742636,0.45220044,0.0010288757,0.000965995,0.0014868479,0.000853446,0.08164164,0.010207624,0.0019854892,0.4336664,0.0049595004],"about_ca_topic_score_codex":0.00005986589,"about_ca_topic_score_gemma":0.00006481089,"teacher_disagreement_score":0.82548857,"about_ca_system_score_codex":0.00029122722,"about_ca_system_score_gemma":0.000058904134,"threshold_uncertainty_score":0.99945706},"labels":[],"label_agreement":null},{"id":"W4378435972","doi":"10.23960/jpg.v9.i2.27031","title":"1","year":2021,"lang":"id","type":"article","venue":"Jurnal Penelitian Geografi","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":"Physics","score_opus":0.009089523745156057,"score_gpt":0.20448351820188546,"score_spread":0.1953939944567294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378435972","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":[0.733735,0.036580946,0.0016888896,0.0074400413,0.014953704,0.00035431096,0.00031689435,0.001173148,0.20375702],"genre_scores_gemma":[0.9863028,0.0028122694,0.00071881915,0.00038233225,0.0012713956,0.000017426039,0.00002798788,0.000056332945,0.00841065],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99815845,0.00007337707,0.000520735,0.00036322782,0.0002940455,0.0005901843],"domain_scores_gemma":[0.9990807,0.000043742486,0.000066470806,0.0003590984,0.00021734429,0.00023263782],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00012519374,0.00031690314,0.00043142168,0.000074190706,0.0002371494,0.00024632426,0.00018213666,0.00019493393,0.0051751644],"category_scores_gemma":[0.00006966156,0.0003337188,0.0002772537,0.00032619096,0.0001218955,0.00012601836,0.0002028003,0.0003731783,0.0020051957],"study_design_candidate":"not_applicable","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":[0.0003122123,0.0014901347,0.025290333,0.0062397,0.006390152,0.010385134,0.002021777,0.010359299,0.39461544,0.048150476,0.13404578,0.36069956],"study_design_scores_gemma":[0.0017137761,0.00015568007,0.10343636,0.0007171544,0.0004487731,0.0019933763,0.0015269065,0.0005382407,0.055888146,0.0058241184,0.82597965,0.0017778131],"about_ca_topic_score_codex":0.00004167889,"about_ca_topic_score_gemma":0.000037364924,"teacher_disagreement_score":0.6919339,"about_ca_system_score_codex":0.000055912456,"about_ca_system_score_gemma":0.00008373822,"threshold_uncertainty_score":0.9999115},"labels":[],"label_agreement":null},{"id":"W4378838551","doi":"10.47599/bsdg.v18i1.378","title":"DELINEASI POTENSI BENTONIT MENGGUNAKAN METODA GEOLISTRIK DI DESA SEKARWANGI, KECAMATAN CURUGBITUNG, KABUPATEN LEBAK, PROVINSI BANTEN","year":2023,"lang":"id","type":"article","venue":"Buletin Sumber Daya Geologi","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":"Physics; Forestry; Geography","score_opus":0.019155009748104725,"score_gpt":0.22599107235067972,"score_spread":0.206836062602575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378838551","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":[0.9737189,0.0035638788,0.0004087665,0.004084811,0.0041249404,0.0012216792,0.0011031603,0.003710289,0.008063616],"genre_scores_gemma":[0.98593223,0.002798898,0.0007883357,0.0002568073,0.0011158265,0.00027385037,0.00094250357,0.00021480602,0.007676746],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.99369633,0.00036895386,0.0015945451,0.0014548296,0.00080439297,0.0020809553],"domain_scores_gemma":[0.99690425,0.00041371176,0.0003822636,0.0013022505,0.00052596827,0.0004715691],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00078499666,0.001254092,0.0015380986,0.00035332688,0.00063598267,0.00032981226,0.0009821367,0.0008631457,0.0017430623],"category_scores_gemma":[0.00067513407,0.0011994231,0.00051077816,0.0011709624,0.00063740095,0.0002550281,0.0015034524,0.0009955083,0.006505389],"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":[0.0012186592,0.0012834318,0.524264,0.0037341448,0.008371198,0.00482056,0.0032785197,0.033315435,0.09019457,0.004684644,0.24362138,0.08121345],"study_design_scores_gemma":[0.0050173895,0.00053103524,0.407801,0.0011810058,0.0020605167,0.00045185813,0.0033289685,0.019658472,0.026114222,0.0021603247,0.52584845,0.0058467253],"about_ca_topic_score_codex":0.0027158367,"about_ca_topic_score_gemma":0.0005239797,"teacher_disagreement_score":0.28222707,"about_ca_system_score_codex":0.0002193836,"about_ca_system_score_gemma":0.00013556326,"threshold_uncertainty_score":0.99916947},"labels":[],"label_agreement":null},{"id":"W4380762040","doi":"10.37058/aks.v3i1.3563","title":"PERENCANAAN STRUKTUR BAJA PADA GEDUNG 5 LANTAI KANTOR KESEHATAN PELABUHAN PROBOLINGGO","year":2021,"lang":"id","type":"article","venue":"Akselerasi Jurnal Ilmiah Teknik Sipil","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":"Physics; Structural engineering; Engineering","score_opus":0.012114769537131241,"score_gpt":0.21382306314001046,"score_spread":0.2017082936028792,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380762040","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":[0.9712809,0.010036859,0.00029477436,0.0014619782,0.0055619827,0.00050413836,0.00032368727,0.0007853898,0.009750346],"genre_scores_gemma":[0.98805493,0.0035244725,0.0012530781,0.00015733608,0.002091928,0.00006117434,0.000082817685,0.00017746729,0.004596799],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99489,0.0002628889,0.0013736248,0.0010709008,0.0008907507,0.0015118421],"domain_scores_gemma":[0.99744964,0.00016219582,0.0003153629,0.00085014134,0.0006140727,0.0006085822],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003592583,0.0010090385,0.0012917425,0.00021588967,0.0007914165,0.0006449061,0.0006537616,0.00056183373,0.002212577],"category_scores_gemma":[0.00022647051,0.0010227291,0.00058486406,0.0008255988,0.00028151553,0.0004593959,0.00045479508,0.001443521,0.00079940335],"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":[0.0003851782,0.0012263757,0.02710539,0.003780678,0.005146676,0.002649712,0.003658707,0.003156666,0.8251272,0.009080729,0.020621376,0.09806131],"study_design_scores_gemma":[0.0089179585,0.0013703909,0.20413217,0.004180828,0.0032547044,0.0074711917,0.014590093,0.0033532365,0.4333052,0.0037677328,0.3060841,0.009572411],"about_ca_topic_score_codex":0.00031390938,"about_ca_topic_score_gemma":0.0005662335,"teacher_disagreement_score":0.391822,"about_ca_system_score_codex":0.00032725473,"about_ca_system_score_gemma":0.0005162024,"threshold_uncertainty_score":0.9999786},"labels":[],"label_agreement":null},{"id":"W4381621689","doi":"10.31315/psb.v4i1.8835","title":"Efektifitas Penyisihan Seng (Zn) Limbah Tailing Menggunakan Metode Fitoremediasi di Desa Pancurendang, Kecamatan Ajibarang, Kabupaten Banyumas, Provinsi Jawa Tengah","year":2023,"lang":"id","type":"article","venue":"Prosiding Seminar Nasional Teknik Lingkungan Kebumian SATU BUMI","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics","score_opus":0.02083187251610021,"score_gpt":0.23740216432618977,"score_spread":0.21657029181008955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381621689","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":[0.97460145,0.00896858,0.00021701584,0.0011720895,0.0074263196,0.0022489314,0.0006725553,0.004610029,0.00008305023],"genre_scores_gemma":[0.9863819,0.0026660159,0.0019104334,0.00007720599,0.0036862316,0.00049905217,0.00054329145,0.0006012544,0.0036346416],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9903248,0.00050929346,0.002254744,0.002253168,0.0018113658,0.0028466426],"domain_scores_gemma":[0.99525833,0.0009687587,0.0007645177,0.0013991224,0.00063808856,0.000971157],"candidate_categories":["metaepi_narrow","sts","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0021276856,0.002050638,0.0021270928,0.0011720561,0.002160618,0.0008492473,0.0014185291,0.0012953249,0.000009589202],"category_scores_gemma":[0.001375705,0.002074116,0.00091258483,0.002418809,0.0006557831,0.0008112177,0.001303828,0.0024844946,0.00081164006],"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":[0.00019019551,0.00020990774,0.00023769632,0.0020610453,0.0007038865,0.00031059838,0.0021088878,0.0012453067,0.98096454,0.00072978716,0.0035462487,0.007691877],"study_design_scores_gemma":[0.0013911824,0.00042150854,0.0016674147,0.0034471217,0.0006233824,0.00022436802,0.0026881616,0.004645858,0.96392417,0.0005931638,0.017958114,0.002415526],"about_ca_topic_score_codex":0.00012867614,"about_ca_topic_score_gemma":0.000053411113,"teacher_disagreement_score":0.017040364,"about_ca_system_score_codex":0.0007377885,"about_ca_system_score_gemma":0.00040390162,"threshold_uncertainty_score":0.9999663},"labels":[],"label_agreement":null},{"id":"W4381621726","doi":"10.31315/psb.v4i1.8882","title":"Rancangan Teknis Reklamasi Lahan Bekas Pertambangan Andesit berdasarkan Evaluasi Kesesuaian Lahan untuk Pertanian Lahan Kering di Dusun Pucungan, Desa Bapangsari, Kecamatan Bagelen, Kabupaten Purworejo, Provinsi Jawa Tengah","year":2023,"lang":"id","type":"article","venue":"Prosiding Seminar Nasional Teknik Lingkungan Kebumian SATU BUMI","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":"Physics; Forestry; Geography","score_opus":0.02018932190489714,"score_gpt":0.23843328014396933,"score_spread":0.2182439582390722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381621726","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":[0.9770788,0.005873859,0.0001218938,0.0028350765,0.004172313,0.0037244796,0.00081404793,0.0049767713,0.0004027891],"genre_scores_gemma":[0.98051065,0.0025075516,0.0014937713,0.0002145594,0.002718921,0.0007549656,0.0008155669,0.001120129,0.009863891],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9852971,0.000958485,0.0031763567,0.0035603559,0.002643739,0.004363968],"domain_scores_gemma":[0.99292666,0.00088433345,0.0011358386,0.0023211762,0.0010359191,0.0016960473],"candidate_categories":["metaepi_narrow","sts","scholarly_communication","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.0031395196,0.0032403045,0.0032869533,0.0018258311,0.0039052928,0.0016796052,0.0023355405,0.0019580293,0.0000352523],"category_scores_gemma":[0.0016583573,0.0033131253,0.0013372333,0.00408771,0.001091032,0.0012703715,0.0018164985,0.003450823,0.0009405946],"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":[0.000576593,0.00042975953,0.0015623092,0.0026268435,0.0009952366,0.0007045614,0.0039639645,0.0005661673,0.9720337,0.0008970007,0.002455776,0.013188114],"study_design_scores_gemma":[0.0031101147,0.0010618445,0.009826728,0.0055896593,0.0010366945,0.00071301596,0.005789831,0.0049962914,0.94247806,0.000519368,0.020464746,0.004413655],"about_ca_topic_score_codex":0.0005890474,"about_ca_topic_score_gemma":0.0005738841,"teacher_disagreement_score":0.029555622,"about_ca_system_score_codex":0.0013978558,"about_ca_system_score_gemma":0.00075322494,"threshold_uncertainty_score":0.9998373},"labels":[],"label_agreement":null},{"id":"W4381621731","doi":"10.31315/psb.v4i1.8903","title":"Identifikasi Material Piroklastik Banjir Lahar dingin Hasil Erupsi Gunung Merapi yang Merusakkan Jaringan Pipa Air Bersih dengan Metode USCS di Kali Boyong","year":2023,"lang":"id","type":"article","venue":"Prosiding Seminar Nasional Teknik Lingkungan Kebumian SATU BUMI","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Forestry; Hydrology (agriculture); Geology; Geotechnical engineering; Geography","score_opus":0.01669603100903346,"score_gpt":0.23470090413516034,"score_spread":0.21800487312612687,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381621731","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":[0.97850543,0.003357767,0.000358987,0.0010268519,0.010760182,0.0015125745,0.00068929064,0.0037323018,0.000056621626],"genre_scores_gemma":[0.9885499,0.0014777995,0.0014472222,0.00017047006,0.0026532994,0.00031661836,0.00046526472,0.0006361156,0.004283334],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99002683,0.0005162605,0.0024050593,0.0023248494,0.00181318,0.0029138385],"domain_scores_gemma":[0.9957359,0.0007356014,0.00081167393,0.0012961694,0.0004864593,0.0009342343],"candidate_categories":["metaepi_narrow","sts","scholarly_communication","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0020628448,0.0021256828,0.002223906,0.0013692477,0.002736497,0.0011567492,0.0015976854,0.0013163463,0.000019981491],"category_scores_gemma":[0.0009234807,0.0022987218,0.0009948238,0.0024812391,0.0007198756,0.0010242384,0.0017868197,0.0020594487,0.000985409],"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":[0.00026802134,0.0002008949,0.00029348204,0.0014020887,0.000855227,0.00032332935,0.0020149916,0.0020354174,0.98651433,0.00079690944,0.0035956427,0.0016996699],"study_design_scores_gemma":[0.0013849003,0.0002749496,0.0025728277,0.0032776108,0.0007168157,0.00024977425,0.0020597342,0.0018512751,0.97530085,0.00060776476,0.00926385,0.0024396481],"about_ca_topic_score_codex":0.00025364087,"about_ca_topic_score_gemma":0.00007043754,"teacher_disagreement_score":0.011213476,"about_ca_system_score_codex":0.0007587044,"about_ca_system_score_gemma":0.00027379094,"threshold_uncertainty_score":0.99998015},"labels":[],"label_agreement":null},{"id":"W4381621751","doi":"10.31315/psb.v4i1.8898","title":"Evaluasi Lereng Bekas Tambang Pasir dan Batu Berdasarkan Nilai Faktor Keamanan di Dusun Tawang, Desa Sidorejo, Kecamatan Kemalang, Kabupaten Klaten","year":2023,"lang":"id","type":"article","venue":"Prosiding Seminar Nasional Teknik Lingkungan Kebumian SATU BUMI","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Forestry; Geography","score_opus":0.021676187042678808,"score_gpt":0.24323636520086378,"score_spread":0.22156017815818496,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381621751","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":[0.9815046,0.0060013286,0.0000956651,0.0012726643,0.0047628917,0.0018764682,0.00051426236,0.0037284887,0.00024361166],"genre_scores_gemma":[0.9853429,0.001935946,0.0012271198,0.000117416814,0.0025041446,0.00039274193,0.00060714176,0.00060481334,0.007267779],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99066657,0.00046784856,0.00217086,0.0021669318,0.0017549695,0.0027728316],"domain_scores_gemma":[0.9955982,0.00068807084,0.0007721139,0.0014272059,0.00056019693,0.0009542273],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0018114126,0.0019845346,0.0020835933,0.0010988963,0.0019932413,0.00078651565,0.0014705826,0.0012927899,0.000019930723],"category_scores_gemma":[0.00082890154,0.0019981374,0.00093314337,0.0023700027,0.00066504534,0.00067474676,0.0014651268,0.0019661493,0.0011491643],"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":[0.00019875089,0.00021597858,0.0012004208,0.0015707294,0.0007341992,0.00035861862,0.0014209579,0.0011651525,0.97733706,0.0010348434,0.0057530655,0.0090102395],"study_design_scores_gemma":[0.0020681866,0.00057797,0.012200414,0.004106283,0.00078546116,0.00033295515,0.0023524135,0.0047265366,0.94378006,0.0008247015,0.02524908,0.0029959346],"about_ca_topic_score_codex":0.00017027657,"about_ca_topic_score_gemma":0.000059315127,"teacher_disagreement_score":0.033556983,"about_ca_system_score_codex":0.0007621343,"about_ca_system_score_gemma":0.00032237032,"threshold_uncertainty_score":0.99962854},"labels":[],"label_agreement":null},{"id":"W4381621763","doi":"10.31315/psb.v4i1.8837","title":"Perencanaan Teknis Reklamasi Lahan Bekas Penambangan Andesit di Desa Somorejo, Kecamatan Bagelen, Kabupaten Purworejo, Provinsi Jawa Tengah","year":2023,"lang":"id","type":"article","venue":"Prosiding Seminar Nasional Teknik Lingkungan Kebumian SATU BUMI","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":"Physics; Hydrology (agriculture); Forestry; Geography; Geology; Geotechnical engineering","score_opus":0.02009982223179846,"score_gpt":0.22999048583094303,"score_spread":0.20989066359914457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381621763","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":[0.98351455,0.0041499105,0.00011857624,0.001763195,0.0032466091,0.0022080888,0.00061075506,0.004116121,0.00027219974],"genre_scores_gemma":[0.98467344,0.0021858322,0.0012933443,0.00010563787,0.0018319134,0.00043874327,0.00049794686,0.00055995176,0.008413176],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9909051,0.00043477947,0.0020430635,0.002224605,0.0016229299,0.0027695259],"domain_scores_gemma":[0.9956534,0.00058526517,0.0006886145,0.0014526807,0.0006268244,0.0009932264],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0016353261,0.0019698096,0.002005695,0.0011268869,0.0023308075,0.0009450504,0.0014998285,0.0012311055,0.000019699575],"category_scores_gemma":[0.0009291291,0.0019558389,0.0008101826,0.0025907988,0.00080523104,0.00072640413,0.0013513956,0.0022044987,0.0010610252],"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":[0.00021981387,0.00024737127,0.00078342925,0.0018437346,0.0005308498,0.0004709261,0.0016465496,0.00038478748,0.97804654,0.001511424,0.0051622735,0.009152332],"study_design_scores_gemma":[0.0015647468,0.00066223176,0.0076148217,0.0031766167,0.00055409974,0.0004166181,0.002773981,0.0027397135,0.96360713,0.0010838577,0.0131163765,0.0026898053],"about_ca_topic_score_codex":0.00025001817,"about_ca_topic_score_gemma":0.00012532949,"teacher_disagreement_score":0.014439377,"about_ca_system_score_codex":0.00074676523,"about_ca_system_score_gemma":0.0005219058,"threshold_uncertainty_score":0.99971676},"labels":[],"label_agreement":null},{"id":"W4381621769","doi":"10.31315/psb.v4i1.8883","title":"Analisis Kemampuan Lahan Kawasan Permukiman Daerah Rawan Longsor di Padukuhan Gedang, Kalurahan Sambirejo, Kapanewon Prambanan Sleman","year":2023,"lang":"id","type":"article","venue":"Prosiding Seminar Nasional Teknik Lingkungan Kebumian SATU BUMI","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":"Physics; Forestry; Geography","score_opus":0.018511333044642492,"score_gpt":0.24180739261743062,"score_spread":0.2232960595727881,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381621769","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":[0.9834058,0.0036508543,0.00015377342,0.0020049291,0.004283043,0.0018920881,0.0004684485,0.004010371,0.00013069174],"genre_scores_gemma":[0.9886529,0.0017763901,0.0011068525,0.0002111278,0.0025834702,0.00036005335,0.0006246838,0.0006408386,0.004043687],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9897671,0.0005436015,0.002337324,0.0024689415,0.0018769745,0.0030060697],"domain_scores_gemma":[0.99516076,0.0006094574,0.00083498633,0.0016693115,0.00054823526,0.0011772376],"candidate_categories":["metaepi_narrow","sts","scholarly_communication","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0018553218,0.0021682607,0.0022729659,0.0014490978,0.0023842838,0.001063802,0.0015723766,0.0012648875,0.000025046631],"category_scores_gemma":[0.00086502655,0.002246424,0.0011100693,0.0032467202,0.00081614725,0.00072786823,0.0012492762,0.002040443,0.0010228362],"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":[0.00021594424,0.0002955686,0.0008347046,0.0018939938,0.0006929239,0.00031546518,0.0020380707,0.0009080011,0.97769696,0.0019081439,0.0076100035,0.005590217],"study_design_scores_gemma":[0.0018604053,0.00081413315,0.009496244,0.0037537424,0.0007381033,0.00038286712,0.004486017,0.0038691226,0.95239395,0.000921281,0.017964324,0.003319788],"about_ca_topic_score_codex":0.00039521258,"about_ca_topic_score_gemma":0.00020044271,"teacher_disagreement_score":0.025302991,"about_ca_system_score_codex":0.0007503875,"about_ca_system_score_gemma":0.00029794098,"threshold_uncertainty_score":0.9999732},"labels":[],"label_agreement":null},{"id":"W4382193132","doi":"10.32315/jlbi.v8i4.140","title":"Optimasi WWR untuk Penghawaan dan Pengendalian Kebisingan Lingkungan dalam Hunian Tropis Lembab","year":2023,"lang":"id","type":"article","venue":"Jurnal Lingkungan Binaan Indonesia","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":"Humanities; Physics; Forestry; Art; Geography","score_opus":0.016013207640454635,"score_gpt":0.2319118403061984,"score_spread":0.21589863266574377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382193132","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":[0.9820073,0.0012610271,0.00043240763,0.0026141016,0.007326493,0.0009835246,0.00012955403,0.0027131066,0.0025324624],"genre_scores_gemma":[0.9892895,0.0020816575,0.00087102765,0.00013217515,0.002987479,0.0001060368,0.00018783263,0.0004815414,0.0038627025],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99180365,0.00048744096,0.0022771063,0.0015788876,0.0012651483,0.0025877776],"domain_scores_gemma":[0.99613357,0.0002533513,0.00068002753,0.0014364446,0.0004631888,0.0010334038],"candidate_categories":["metaepi_narrow","sts","scholarly_communication","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0011872217,0.0016926718,0.001993792,0.0011972405,0.0019297184,0.0010488366,0.0014939586,0.0010190319,0.00012710437],"category_scores_gemma":[0.00021677009,0.0017822179,0.0008530426,0.0026114415,0.0006408513,0.00054546935,0.00075052504,0.00232034,0.0011573846],"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":[0.0008786432,0.0012745142,0.04008782,0.005533502,0.00477386,0.0039822906,0.014342007,0.021399587,0.8234515,0.028008534,0.008133549,0.04813417],"study_design_scores_gemma":[0.010697895,0.0027997068,0.35604388,0.004135477,0.002600765,0.0019962743,0.013747302,0.013479369,0.2663639,0.0012058454,0.3163701,0.01055949],"about_ca_topic_score_codex":0.00013921686,"about_ca_topic_score_gemma":0.0000805532,"teacher_disagreement_score":0.5570876,"about_ca_system_score_codex":0.00047053272,"about_ca_system_score_gemma":0.00034954428,"threshold_uncertainty_score":0.9999882},"labels":[],"label_agreement":null},{"id":"W4383552188","doi":"10.3390/app13137943","title":"Characterisation of Geotechnical Properties of Residual Tropical Soils Used for Road Infrastructure: French Guiana Experience","year":2023,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":3,"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 Montréal","funders":"European Regional Development Fund; Agence Nationale de la Recherche","keywords":"Gibbsite; Goethite; Soil water; Hematite; Kaolinite; Geology; Geotechnical engineering; Mining engineering; Mineralogy; Soil science; Chemistry","score_opus":0.027634855909798795,"score_gpt":0.23680683407034764,"score_spread":0.20917197816054883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383552188","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":[0.99865246,0.000030490348,0.00054566754,0.00008167423,0.00018348818,0.00020763498,0.000011335787,0.0001766061,0.000110630725],"genre_scores_gemma":[0.99910015,0.000020469517,0.00069421943,0.000005276536,0.000049178696,0.00011578333,0.0000019302176,0.0000053916315,0.0000075948237],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990766,0.000007926577,0.00032905096,0.0001675304,0.0002285646,0.00019031957],"domain_scores_gemma":[0.99973184,0.000030448113,0.0000642735,0.00011324243,0.00003498501,0.000025189307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014101535,0.00009507246,0.00021759345,0.00008603413,0.00009681933,0.000017409002,0.0002173312,0.00006756229,0.000017347404],"category_scores_gemma":[0.00004896411,0.00007181154,0.000035012265,0.0003601021,0.0005690942,0.00007312011,0.000058919853,0.000045571593,0.000003547345],"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":[0.000009236462,0.0000066178413,0.00041104297,0.00009570539,0.000010095453,9.858358e-8,0.0006474806,0.0066636307,0.98646855,0.0019806756,0.00014957672,0.0035572734],"study_design_scores_gemma":[0.00020985506,0.00007670474,0.06706448,0.000032552754,0.000009565155,0.0000014901467,0.0008790255,0.004817921,0.9242501,0.002307489,0.0001936887,0.00015710326],"about_ca_topic_score_codex":0.000013507145,"about_ca_topic_score_gemma":0.0000029056744,"teacher_disagreement_score":0.06665344,"about_ca_system_score_codex":0.000008459942,"about_ca_system_score_gemma":0.000021952756,"threshold_uncertainty_score":0.292839},"labels":[],"label_agreement":null},{"id":"W4383746696","doi":"10.5539/jmsr.v12n2p73","title":"Evaluation of the Structural Performance of Lime-Stabilized cubitermes sp Termite Mound Soil as a Sub-Base Layer for Sustainable Pavements","year":2023,"lang":"en","type":"article","venue":"Journal of Materials Science Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lime; Materials science; Geotechnical engineering; Soil stabilization; Composite material; Atterberg limits; Compressive strength; Soil water; Environmental science; Geology; Metallurgy; Soil science; Water content","score_opus":0.07825119764763659,"score_gpt":0.3695687334982685,"score_spread":0.2913175358506319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383746696","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":[0.99885875,0.000058988124,0.0000034294408,0.000094764066,0.00048973615,0.00040041405,0.000012804547,0.000011969775,0.00006915453],"genre_scores_gemma":[0.9996684,0.00009829462,0.00006361241,0.0000019642182,0.000071297865,0.00002683187,4.8477517e-7,0.000008459549,0.000060624297],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99697006,0.00018262517,0.0005536166,0.000111862646,0.0017699063,0.0004119456],"domain_scores_gemma":[0.99674046,0.00011143913,0.00019107245,0.00019257382,0.0027120563,0.000052385756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.012210008,0.00008718136,0.00025888384,0.000337291,0.00027452176,0.0001052654,0.0004648051,0.00003752869,0.000078409794],"category_scores_gemma":[0.0010681873,0.000054517084,0.00006199901,0.0007678719,0.00056163175,0.00040235269,0.00020301621,0.000087868335,0.0000038102587],"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":[0.00008041454,0.000008411033,0.00027880413,0.00034072014,0.000018100322,7.935748e-7,0.00014150959,0.011720442,0.98629564,0.00009001141,0.00005785145,0.00096732355],"study_design_scores_gemma":[0.00055129954,0.00019296886,0.009617541,0.0001113775,0.00002456056,0.000011754749,0.00066599314,0.0062809465,0.9795234,0.0029376715,0.00002599754,0.00005649235],"about_ca_topic_score_codex":0.000022555001,"about_ca_topic_score_gemma":0.0000019218105,"teacher_disagreement_score":0.01114182,"about_ca_system_score_codex":0.00016928787,"about_ca_system_score_gemma":0.00042611998,"threshold_uncertainty_score":0.4231769},"labels":[],"label_agreement":null},{"id":"W4384698945","doi":"10.33558/bentang.v11i2.6920","title":"Studi Penanganan Jalan Amblas di Desa Sumbernanas, Kecamatan Gedangan, Kabupaten Malang","year":2023,"lang":"id","type":"article","venue":"Bentang Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics","score_opus":0.016841559922505175,"score_gpt":0.23243312161707752,"score_spread":0.21559156169457233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384698945","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":[0.98259294,0.0036646842,0.00008409166,0.0010536499,0.0053537856,0.00079308497,0.0008291612,0.0022400308,0.003388584],"genre_scores_gemma":[0.98794025,0.004981408,0.00022275434,0.00010752676,0.0019318213,0.00015128581,0.00032069173,0.00031109297,0.004033162],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9937988,0.0003099549,0.0015568623,0.0012023656,0.0011353561,0.0019966557],"domain_scores_gemma":[0.9975078,0.00021246895,0.00041127676,0.0010055315,0.00023486276,0.000628073],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006613953,0.0011866011,0.0014052765,0.00065797794,0.0009831723,0.0007398724,0.0010251185,0.00049619196,0.00028034588],"category_scores_gemma":[0.00014459608,0.0012172099,0.000633944,0.0016698287,0.00041075543,0.00043217407,0.0007480752,0.0010622907,0.0014026503],"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":[0.0003457689,0.0006714813,0.33576897,0.0031694197,0.0036640437,0.006000716,0.0037538453,0.00046647622,0.28441435,0.0029961178,0.047447957,0.31130084],"study_design_scores_gemma":[0.0051781754,0.00077103655,0.8760652,0.0030819566,0.0010048398,0.001593525,0.0077136206,0.0010461619,0.033645872,0.0007345726,0.06465871,0.004506316],"about_ca_topic_score_codex":0.00075399654,"about_ca_topic_score_gemma":0.00078486465,"teacher_disagreement_score":0.54029626,"about_ca_system_score_codex":0.0005105429,"about_ca_system_score_gemma":0.000072495466,"threshold_uncertainty_score":0.99937487},"labels":[],"label_agreement":null},{"id":"W4385612459","doi":"10.20884/1.jtf.2023.6.1.7952","title":"","year":2023,"lang":"","type":"article","venue":"Jurnal Teras Fisika","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":"Landslide; Electrical resistivity and conductivity; Geology; Intensity (physics); Slip (aerodynamics); Geotechnical engineering; Geomorphology; Mineralogy; Soil science; Engineering; Optics; Physics","score_opus":0.015781951087023276,"score_gpt":0.22641368684495328,"score_spread":0.21063173575793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385612459","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":[0.97711587,0.0009039198,0.0007302757,0.0071648173,0.009391221,0.00051462516,0.00015081067,0.0032911291,0.000737346],"genre_scores_gemma":[0.9904843,0.0056968187,0.00032009443,0.0003082909,0.002180571,0.0001480758,0.000019967529,0.0001402625,0.0007016457],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9936346,0.00018421907,0.002079634,0.00096268026,0.0009580131,0.0021808515],"domain_scores_gemma":[0.9977416,0.00033015205,0.0002665949,0.0008161288,0.0002279975,0.00061753136],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0008393182,0.0010722133,0.0013336899,0.00074647606,0.0011226935,0.00071495713,0.0008157086,0.0005099991,0.00039600016],"category_scores_gemma":[0.00024432119,0.001058029,0.00064654363,0.0027029521,0.0003723952,0.0007642673,0.00082542904,0.0010639228,0.0015001022],"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":[0.0007823747,0.00036557796,0.04824815,0.0031495036,0.003425602,0.002469891,0.0063116145,0.2286711,0.43973672,0.005691228,0.019294143,0.24185407],"study_design_scores_gemma":[0.005485425,0.00096372305,0.8155496,0.00164508,0.00057901914,0.00101062,0.0037261422,0.033962045,0.04432244,0.017830461,0.07070542,0.0042199865],"about_ca_topic_score_codex":0.00008157374,"about_ca_topic_score_gemma":0.000023491926,"teacher_disagreement_score":0.7673015,"about_ca_system_score_codex":0.0001874833,"about_ca_system_score_gemma":0.000057609548,"threshold_uncertainty_score":0.99927735},"labels":[],"label_agreement":null},{"id":"W4385639740","doi":"10.55616/jitu.v4i1.562","title":"Analisa Lapis Pondasi Dengan Metode Sand Cone","year":2023,"lang":"id","type":"article","venue":"Jurnal Ilmiah Teknik Unida","topic":"Geotechnical and construction materials studies","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":"Physics; Humanities; Forestry; Geography; Art","score_opus":0.01667931264566476,"score_gpt":0.2319628269345853,"score_spread":0.21528351428892056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385639740","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":[0.9806962,0.0018690374,0.00019271158,0.0015972359,0.0037946415,0.00030811975,0.00018108991,0.0013294845,0.010031452],"genre_scores_gemma":[0.98582125,0.0022332445,0.00023148216,0.00017860223,0.0008064916,0.0000320141,0.000033901157,0.00009760983,0.010565433],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9973431,0.00013063381,0.0007563824,0.00045017296,0.00047442107,0.00084525644],"domain_scores_gemma":[0.99879223,0.00016269815,0.00015321738,0.00043943242,0.00015632038,0.00029612315],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004070336,0.0005079887,0.0007367466,0.0003712605,0.00044847824,0.00025421,0.00038250012,0.00031425254,0.0006341961],"category_scores_gemma":[0.00014611972,0.00048617582,0.00027030925,0.0011514305,0.00023175411,0.00021752897,0.00029035975,0.0006406404,0.0024859498],"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":[0.00030543844,0.00024282915,0.0043622954,0.0015722135,0.0030956385,0.0010958235,0.0017601917,0.010227696,0.8141536,0.008335306,0.12318628,0.031662684],"study_design_scores_gemma":[0.004798956,0.0006287724,0.067871265,0.0010325792,0.0011579576,0.00060304726,0.0030725496,0.0036638218,0.29516366,0.0049231034,0.61367553,0.0034087368],"about_ca_topic_score_codex":0.00018167458,"about_ca_topic_score_gemma":0.00005146662,"teacher_disagreement_score":0.5189899,"about_ca_system_score_codex":0.00012725714,"about_ca_system_score_gemma":0.00006819378,"threshold_uncertainty_score":0.999759},"labels":[],"label_agreement":null},{"id":"W4385640022","doi":"10.33387/clapeyron.v4i1.6121","title":"PENGARUH PENGGUNAAN SERAT POLYETHYLENE TEREPHTHALATE TERHADAP KARAKTERISTIK MARSHALL CAMPURAN ASPAL BETON AC BASE","year":2023,"lang":"id","type":"article","venue":"CLAPEYRON JURNAL ILMIAH TEKNIK SIPIL","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":"Polyethylene terephthalate; Physics; Animal science; Composite material; Materials science; Biology","score_opus":0.017703340228442093,"score_gpt":0.22961765399804376,"score_spread":0.21191431376960168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385640022","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":[0.9787252,0.0019033125,0.00017236745,0.0031190517,0.0073565664,0.00081489503,0.00032524418,0.0022210784,0.0053623104],"genre_scores_gemma":[0.9837837,0.0019084153,0.00032913985,0.0002644773,0.0018053275,0.00012854843,0.00019357001,0.0003230857,0.011263727],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9934211,0.00038158105,0.0017846809,0.0013424705,0.0009928963,0.0020772917],"domain_scores_gemma":[0.9970381,0.0003424571,0.0004207548,0.0011284011,0.00026544635,0.0008047927],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.000824709,0.0014319079,0.0015553094,0.00054278504,0.0009853733,0.0006181966,0.00096755,0.00084646296,0.002082624],"category_scores_gemma":[0.00022280295,0.0014260596,0.0006699658,0.0010710581,0.00049577624,0.0005427265,0.0008564044,0.0017750688,0.0037841757],"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":[0.0007243077,0.00044355754,0.0038119694,0.0025492625,0.0015153089,0.002537686,0.0017924063,0.0055393362,0.9097513,0.0008855111,0.035907418,0.034541953],"study_design_scores_gemma":[0.015512781,0.004141001,0.22023292,0.0049178167,0.0030279744,0.0046398607,0.009167932,0.020012414,0.36053663,0.0037315278,0.33975434,0.014324781],"about_ca_topic_score_codex":0.00015198812,"about_ca_topic_score_gemma":0.000076670636,"teacher_disagreement_score":0.54921466,"about_ca_system_score_codex":0.0004066429,"about_ca_system_score_gemma":0.00017240267,"threshold_uncertainty_score":0.99984306},"labels":[],"label_agreement":null},{"id":"W4386073006","doi":"10.26760/rekaracana.v9i2.49","title":"Estimasi Volume Pengerukan Pelabuhan Tanjung Laut Dengan Metode Integrasi Numerik","year":2023,"lang":"id","type":"article","venue":"RekaRacana Jurnal Teknil Sipil","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":"Mathematics; Humanities","score_opus":0.015285662442682016,"score_gpt":0.23430564169280485,"score_spread":0.21901997925012284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386073006","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":[0.96871924,0.0055835526,0.00094970333,0.0032780173,0.006650974,0.00070100965,0.0001822027,0.0029297674,0.011005556],"genre_scores_gemma":[0.97975624,0.0040080785,0.0006814261,0.000101449805,0.0013064444,0.00007239122,0.000059262868,0.00021065256,0.013804032],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99517167,0.00023897659,0.0012889779,0.00086983026,0.00087674404,0.0015538118],"domain_scores_gemma":[0.99787027,0.00020541264,0.00031784995,0.00072413025,0.00026930057,0.00061304943],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00082306145,0.00094824564,0.0012492223,0.0005289858,0.00078205706,0.0005032127,0.0008023115,0.0005008561,0.0013105292],"category_scores_gemma":[0.00047136046,0.00093083543,0.0005046968,0.0017074113,0.00034787992,0.00051417557,0.00043880948,0.0014252741,0.005612447],"study_design_candidate":"not_applicable","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":[0.0006483278,0.00068489986,0.019109668,0.0041196197,0.005470595,0.0030748122,0.0045704646,0.025409574,0.31434712,0.009244395,0.13206469,0.48125586],"study_design_scores_gemma":[0.0042062835,0.0011975579,0.19309363,0.0027043251,0.0020898583,0.0014910673,0.00838098,0.05759808,0.032646853,0.0042465357,0.68550575,0.006839051],"about_ca_topic_score_codex":0.0004977555,"about_ca_topic_score_gemma":0.0002960057,"teacher_disagreement_score":0.5534411,"about_ca_system_score_codex":0.00042060492,"about_ca_system_score_gemma":0.00019781939,"threshold_uncertainty_score":0.99960244},"labels":[],"label_agreement":null},{"id":"W4386821166","doi":"10.35457/quateknika.v11i1.1433","title":"EVALUASI STABILITAS DINDING PENAHAN TANAH PADA SUNGAI NAMBAAN KECAMATAN NGANTANG KABUPATEN MALANG","year":2021,"lang":"id","type":"article","venue":"Jurnal QUA TEKNIKA","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Geology","score_opus":0.016727645008278766,"score_gpt":0.23514457354681978,"score_spread":0.218416928538541,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386821166","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":[0.9828661,0.005919137,0.00030184851,0.0015463359,0.003775006,0.00035007423,0.0002385513,0.00051073654,0.004492186],"genre_scores_gemma":[0.99456537,0.0011661006,0.00071275793,0.000079392965,0.0008820593,0.00004196892,0.00005565785,0.00012427874,0.002372414],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99585545,0.00031164312,0.001167283,0.0007765164,0.00077980757,0.0011092785],"domain_scores_gemma":[0.9981185,0.00022933874,0.00024153235,0.000704657,0.00031704703,0.0003889059],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006660394,0.0006865701,0.000973682,0.00018231939,0.00060393085,0.000411672,0.00041980215,0.0003436674,0.0026850991],"category_scores_gemma":[0.00031514865,0.00067610753,0.00041592412,0.0006513159,0.00018740977,0.00037252935,0.00044042122,0.00083960727,0.00067284564],"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":[0.00024806726,0.00059324,0.035800144,0.003040046,0.0025579191,0.00238412,0.003906217,0.0016331985,0.90815634,0.0058519864,0.006454876,0.029373845],"study_design_scores_gemma":[0.010047789,0.001627405,0.31017557,0.0070583005,0.0042056106,0.0057237307,0.06555644,0.011932049,0.43373576,0.0058119227,0.1330575,0.0110679185],"about_ca_topic_score_codex":0.00012687425,"about_ca_topic_score_gemma":0.00022346828,"teacher_disagreement_score":0.47442058,"about_ca_system_score_codex":0.00045696335,"about_ca_system_score_gemma":0.00018891999,"threshold_uncertainty_score":0.999569},"labels":[],"label_agreement":null},{"id":"W4387398131","doi":"10.1088/1755-1315/1244/1/011001","title":"Preface","year":2023,"lang":"en","type":"article","venue":"IOP Conference Series Earth and Environmental Science","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Earthquake engineering; Indonesian; Engineering; Civil engineering; Library science; Forensic engineering; Computer science; Geotechnical engineering","score_opus":0.010071941271878715,"score_gpt":0.17709907411375483,"score_spread":0.16702713284187612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387398131","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":[0.9964299,0.000048318532,0.000022843757,0.00009016959,0.00018357167,0.00004783196,0.000013482297,0.00023310928,0.0029307494],"genre_scores_gemma":[0.9985286,0.0008068073,0.00012851547,0.000011946789,0.000013809251,0.000007827179,0.0000023908178,0.000003487814,0.0004966445],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99943596,0.0000034049606,0.00007280039,0.0001421269,0.00012830409,0.00021738773],"domain_scores_gemma":[0.9998267,0.0000045920824,0.0000074827794,0.00008228744,0.0000024885223,0.00007644526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006620607,0.000075690994,0.00006947396,0.00003423357,0.00018537632,0.00005823639,0.000090563655,0.000019475729,0.00018011619],"category_scores_gemma":[0.000005089939,0.000066154134,0.000009049568,0.00014875126,0.00072284765,0.00024949806,0.000103555554,0.00004004455,0.00016815304],"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":[0.0000034611087,0.0000028785853,0.0004143251,0.000013429374,0.0000032804817,0.0000027713274,0.00019235241,0.00063182117,0.96584815,0.0009225819,0.000050460283,0.0319145],"study_design_scores_gemma":[0.0001910296,0.000101459445,0.2956406,0.000019708616,0.000006242349,0.0000482579,0.0022510756,0.003956346,0.6751072,0.0012533702,0.021022715,0.00040200853],"about_ca_topic_score_codex":0.0000042602896,"about_ca_topic_score_gemma":0.0000052077767,"teacher_disagreement_score":0.29522625,"about_ca_system_score_codex":0.0000063801776,"about_ca_system_score_gemma":0.000005809713,"threshold_uncertainty_score":0.26976874},"labels":[],"label_agreement":null},{"id":"W4388567250","doi":"10.18280/ijdne.180511","title":"Mapping Weak Soil Zones Using Geoelectrical Resistivity for Bridge Construction in Rokan Hulu, Indonesia","year":2023,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Geology; Geotechnical engineering; Geography; Forestry; Mining engineering; Soil science; Biology","score_opus":0.01648691588208393,"score_gpt":0.24607330055685528,"score_spread":0.22958638467477135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388567250","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":[0.8437667,0.0002787993,0.15406656,0.00029499462,0.0014268325,0.000081470425,0.000016321346,0.000044737455,0.00002357661],"genre_scores_gemma":[0.9921023,0.0005705897,0.006997085,0.000018984849,0.00028330123,0.0000035977534,0.000005204503,0.000012547795,0.000006387408],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918073,0.000027558233,0.00036485208,0.00009897196,0.00017293284,0.00015497318],"domain_scores_gemma":[0.9994937,0.00014120922,0.00011552306,0.000038824022,0.0001747768,0.000035940146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033253495,0.0001093012,0.000211597,0.00043432368,0.00005387557,0.00005374193,0.00011932705,0.0001607649,0.00000219757],"category_scores_gemma":[0.00008983699,0.00010377035,0.00006463651,0.00023798065,0.000039582934,0.0001602364,0.000029486522,0.0003001191,8.107597e-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":[0.0014787825,0.00016949984,0.032380365,0.00043379745,0.0015898888,0.00033149618,0.0006259846,0.6006585,0.13539486,0.013955804,0.0021536506,0.2108274],"study_design_scores_gemma":[0.0019580182,0.00012982091,0.1618253,0.00031871677,0.000057637182,0.0013444118,0.0003302125,0.80311483,0.0021277885,0.027670555,0.0006715917,0.00045113018],"about_ca_topic_score_codex":0.000006585075,"about_ca_topic_score_gemma":0.000016173724,"teacher_disagreement_score":0.21037626,"about_ca_system_score_codex":0.00009672316,"about_ca_system_score_gemma":0.000030227542,"threshold_uncertainty_score":0.42316318},"labels":[],"label_agreement":null},{"id":"W4388636553","doi":"10.59900/ptrkjj.v2i1.48","title":"PENERAPAN REKAYASA NILAI (VALUE ENGINEERING) PADA PROYEK PEMBANGUNAN GORONTALO OUTER RING ROAD (GORR)","year":2022,"lang":"id","type":"article","venue":"Jurnal Penelitian Jalan dan Jembatan","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Humanities; Mathematics; Art","score_opus":0.00783687037022231,"score_gpt":0.19344114576517749,"score_spread":0.18560427539495516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388636553","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":[0.9723414,0.0028850285,0.00043256007,0.0013463089,0.007902642,0.0010575894,0.0008873745,0.0010103307,0.012136731],"genre_scores_gemma":[0.99337626,0.00017397873,0.0006581593,0.00022428209,0.0015764808,0.00029872137,0.00022323676,0.00027065707,0.0031982306],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9942939,0.00028291397,0.0014901435,0.0011380519,0.0011232422,0.0016717464],"domain_scores_gemma":[0.9977727,0.0000758843,0.00034582612,0.0010721034,0.000117700154,0.0006157831],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00067691517,0.001103479,0.0011697771,0.0003804132,0.0012104973,0.00047150327,0.0011295103,0.00024511054,0.0026047647],"category_scores_gemma":[0.000087940745,0.0012110445,0.0005462708,0.0005720782,0.00016663905,0.000460571,0.0011186412,0.0016371487,0.00031324528],"study_design_candidate":"not_applicable","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":[0.0014588713,0.0020788761,0.017984772,0.006584896,0.005987006,0.007584427,0.015977856,0.3918948,0.4073321,0.022367664,0.04051427,0.08023446],"study_design_scores_gemma":[0.0120552005,0.0037055586,0.20990242,0.0018547517,0.0019058003,0.010973095,0.017805833,0.06843996,0.03946728,0.001488436,0.61897,0.013431685],"about_ca_topic_score_codex":0.00039904803,"about_ca_topic_score_gemma":0.00007674273,"teacher_disagreement_score":0.5784557,"about_ca_system_score_codex":0.0008054746,"about_ca_system_score_gemma":0.00014128584,"threshold_uncertainty_score":0.9990339},"labels":[],"label_agreement":null},{"id":"W4388670745","doi":"10.24929/ft.v11i2.2091","title":"KAJIAN PENURUNAN FONDASI RAKIT DI ATAS TANAH LEMPUNG BERPASIR DI GEDUNG DITRESKRIMSUS POLDA BALI","year":2023,"lang":"id","type":"article","venue":"Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja)","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":"Physics; Humanities; Philosophy","score_opus":0.012803185185640187,"score_gpt":0.2026658418502824,"score_spread":0.18986265666464222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388670745","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":[0.89551735,0.0036980314,0.0003455194,0.002889243,0.014121401,0.0018344488,0.0014657519,0.003952113,0.07617615],"genre_scores_gemma":[0.985777,0.0041503864,0.00027324786,0.00021276614,0.0018377134,0.00003852199,0.00075043313,0.00023579106,0.006724091],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9929916,0.00016348358,0.0017469241,0.00098887,0.0015402777,0.0025688235],"domain_scores_gemma":[0.99618405,0.00043948612,0.0006696003,0.0010869581,0.0004181614,0.0012017577],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0005626817,0.0015318443,0.0015921986,0.0013099627,0.0015513194,0.00058270874,0.001614085,0.00094762765,0.0006734806],"category_scores_gemma":[0.00030936507,0.0016256679,0.00091258046,0.0025441523,0.0008663578,0.0024581668,0.0014444337,0.001754588,0.002267287],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0040658168,0.0015255837,0.0375054,0.008825496,0.013495064,0.013214387,0.040779896,0.057284705,0.053499363,0.077323325,0.46541288,0.2270681],"study_design_scores_gemma":[0.008454816,0.00080915604,0.095551066,0.001514571,0.002012198,0.0006765575,0.03037953,0.005572136,0.007747587,0.00048624913,0.8416866,0.005109535],"about_ca_topic_score_codex":0.00022760482,"about_ca_topic_score_gemma":0.00021832917,"teacher_disagreement_score":0.37627372,"about_ca_system_score_codex":0.00088825804,"about_ca_system_score_gemma":0.00044892984,"threshold_uncertainty_score":0.9997485},"labels":[],"label_agreement":null},{"id":"W4388670760","doi":"10.24929/ft.v11i2.2319","title":"EVALUASI SISTEM PENGAMAN PANTAI DI BALI SELATAN UNTUK MENGATASI TANTANGAN PERUBAHAN IKLIM","year":2023,"lang":"id","type":"article","venue":"Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja)","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":"Physics; Forestry; Geography","score_opus":0.017879510346497582,"score_gpt":0.21140228138967634,"score_spread":0.19352277104317878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388670760","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":[0.9253581,0.0023473515,0.000143302,0.0015258268,0.009621018,0.0015934332,0.0011114534,0.0034638937,0.05483558],"genre_scores_gemma":[0.9869841,0.0053132656,0.00026875062,0.00017808683,0.0013113519,0.00003908952,0.00077688583,0.00021512294,0.00491336],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9928876,0.00028380784,0.0017855685,0.0009905833,0.0017449704,0.0023074516],"domain_scores_gemma":[0.9962176,0.00044801264,0.0006303627,0.0010980166,0.00052323315,0.0010827675],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0010564005,0.001492675,0.0016365009,0.0011416606,0.0017002997,0.00052289845,0.0014968632,0.0009619324,0.00073343556],"category_scores_gemma":[0.00027870372,0.0015614891,0.0008134329,0.0025471866,0.00078829896,0.0022050925,0.0011947961,0.0019796565,0.0025804047],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005752674,0.0022679782,0.028599737,0.01576625,0.019875318,0.014180732,0.09406288,0.036630444,0.12633161,0.13794602,0.2893904,0.22919595],"study_design_scores_gemma":[0.01207666,0.0016771001,0.054947462,0.002155072,0.0036245065,0.0013987668,0.13164315,0.011276097,0.0155893965,0.0006500919,0.75802755,0.006934125],"about_ca_topic_score_codex":0.00005070293,"about_ca_topic_score_gemma":0.00010997369,"teacher_disagreement_score":0.4686372,"about_ca_system_score_codex":0.000958476,"about_ca_system_score_gemma":0.00043276098,"threshold_uncertainty_score":0.99978226},"labels":[],"label_agreement":null},{"id":"W4388744909","doi":"10.23960/nm.v1i2.25","title":"PENYULUHAN TEKNIK PEMBESIAN, PENGERJAAN SLOOF DAN TIANG RUMAH RAMAH GEMPA","year":2021,"lang":"id","type":"article","venue":"Nemui Nyimah","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":"WiLAN (Canada)","funders":"","keywords":"Humanities; Physics; Art","score_opus":0.009857791145981681,"score_gpt":0.20748508170037333,"score_spread":0.19762729055439165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388744909","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":[0.8397112,0.01787452,0.001586897,0.0066739665,0.010765574,0.0009505776,0.0002150762,0.0020708311,0.12015135],"genre_scores_gemma":[0.9777161,0.0018549653,0.0016675503,0.0004150412,0.0014418387,0.00007073027,0.000081924154,0.00016710174,0.016584773],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99656194,0.00017158252,0.00084846356,0.00084330933,0.00051862217,0.0010560874],"domain_scores_gemma":[0.9982048,0.00010617735,0.00015194758,0.00092172483,0.00027034406,0.0003449958],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00021190553,0.00069980044,0.00093601784,0.00014345688,0.0004722499,0.0003829441,0.0004387052,0.000429963,0.0046168934],"category_scores_gemma":[0.00017194665,0.0007526008,0.00038386858,0.0005457463,0.00024106055,0.00033263143,0.00050470233,0.00068880164,0.0024770973],"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":[0.00012582599,0.0005852219,0.0015846883,0.0024919542,0.0012548814,0.0009891882,0.0019767159,0.0013452028,0.90232116,0.0117488885,0.04064345,0.034932826],"study_design_scores_gemma":[0.0034842032,0.00030414682,0.028185172,0.0010504001,0.0008564318,0.0009318048,0.005959396,0.0011436113,0.19460352,0.00176093,0.75849855,0.0032218413],"about_ca_topic_score_codex":0.00010977047,"about_ca_topic_score_gemma":0.00015605523,"teacher_disagreement_score":0.7178551,"about_ca_system_score_codex":0.000165375,"about_ca_system_score_gemma":0.0001405919,"threshold_uncertainty_score":0.9994925},"labels":[],"label_agreement":null},{"id":"W4388907037","doi":"10.36040/pawon.v7i2.6030","title":"PARTISIPATORI DESAIN BERKELANJUTAN PADA PERANCANGAN MUSHOLA AL-HIDAYAH RT.06 RW.05 KELURAHAN PENANGGUNGAN KOTA MALANG","year":2023,"lang":"id","type":"article","venue":"Pawon Jurnal Arsitektur","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":"Humanities; Engineering; Art","score_opus":0.013581941754652075,"score_gpt":0.22474673581305882,"score_spread":0.21116479405840674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388907037","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":[0.9868133,0.0018843929,0.00013779894,0.0032440699,0.004149485,0.0004963624,0.00032590688,0.0012185926,0.0017301075],"genre_scores_gemma":[0.9893073,0.0017529681,0.00038756954,0.0004522912,0.0012278943,0.00006312403,0.00014269342,0.00017964732,0.0064865244],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9952991,0.00033470793,0.0011075914,0.00087522593,0.000801285,0.0015820763],"domain_scores_gemma":[0.9980403,0.00022828954,0.0002684975,0.00069166045,0.00018427933,0.0005869375],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000793597,0.0009005982,0.0010225584,0.00037895903,0.0009155464,0.00040228746,0.0006175201,0.00039801144,0.0006576584],"category_scores_gemma":[0.00017569483,0.000870966,0.00046561967,0.0012259556,0.00021424482,0.00034805262,0.000454003,0.0011653244,0.003143857],"study_design_candidate":"not_applicable","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":[0.0003692489,0.00038724198,0.043088075,0.0018202786,0.0020830985,0.002998734,0.006992868,0.0052568205,0.69803935,0.0021747167,0.18142258,0.05536699],"study_design_scores_gemma":[0.0035029554,0.00063635944,0.15448453,0.0014972629,0.0008858416,0.0013372828,0.0050853295,0.007547253,0.04362361,0.0016224869,0.7756578,0.0041193133],"about_ca_topic_score_codex":0.00025190966,"about_ca_topic_score_gemma":0.00015715144,"teacher_disagreement_score":0.6544157,"about_ca_system_score_codex":0.00024119511,"about_ca_system_score_gemma":0.000077329816,"threshold_uncertainty_score":0.9993741},"labels":[],"label_agreement":null},{"id":"W4389319598","doi":"10.29103/techsi.v12i3.9193","title":"PENGARUH VARIASI JENIS MATERIAL FILLER PADA CAMPURAN ASPAL BETON TERHADAP PARAMETER MARSHALL","year":2022,"lang":"id","type":"article","venue":"TECHSI - Jurnal Teknik Informatika","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":"WiLAN (Canada)","funders":"","keywords":"Physics","score_opus":0.010945448556285294,"score_gpt":0.1998197713721003,"score_spread":0.188874322815815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389319598","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":[0.93705106,0.00082073844,0.0014958543,0.0013765713,0.015413779,0.0019803664,0.0017004453,0.0023812747,0.037779927],"genre_scores_gemma":[0.9928809,0.00038033974,0.0025240893,0.0006014479,0.00069916825,0.00041551393,0.00022115714,0.00013693585,0.0021404952],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99500954,0.00020223211,0.0019167771,0.00046614313,0.0011226111,0.0012826956],"domain_scores_gemma":[0.99804807,0.00020710776,0.0005312739,0.0007591759,0.0001386927,0.00031570552],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0007297578,0.000920034,0.0010928495,0.00039506602,0.001327354,0.0005478559,0.0010120688,0.0003593803,0.013820757],"category_scores_gemma":[0.00012804441,0.0008989666,0.00043889214,0.00051214814,0.00024081455,0.0008099821,0.00143839,0.0015154373,0.0005544802],"study_design_candidate":"not_applicable","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":[0.0052884766,0.0021704284,0.0015926494,0.009631548,0.009186278,0.0015194436,0.026005775,0.05073848,0.17948902,0.021492641,0.28293255,0.40995273],"study_design_scores_gemma":[0.004426878,0.001799236,0.0044256286,0.00036434285,0.0006651275,0.0030013367,0.0061763367,0.006394111,0.03491805,0.0029019583,0.930942,0.003984978],"about_ca_topic_score_codex":0.00017787504,"about_ca_topic_score_gemma":0.00001477968,"teacher_disagreement_score":0.6480095,"about_ca_system_score_codex":0.0004687533,"about_ca_system_score_gemma":0.00012603815,"threshold_uncertainty_score":0.99997276},"labels":[],"label_agreement":null},{"id":"W4389350177","doi":"10.32699/pasak.v1i1.5593","title":"ANALISIS KERUSAKAN JALAN PADA RUAS JALAN RAYA JEPARA – BANGSRI KABUPATEN JEPARA DENGAN MENGGUNAKAN METODE BINA MARGA DAN PCI ( PAVEMENT CONDITION INDEX )","year":2023,"lang":"id","type":"article","venue":"Pasak Jurnal Teknik Sipil dan Bangunan","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Physics; Mathematics","score_opus":0.01585111667317399,"score_gpt":0.24245852810937735,"score_spread":0.22660741143620336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389350177","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":[0.9860022,0.0014338855,0.00029781062,0.001224266,0.0036001892,0.0011530694,0.00089821155,0.0018943108,0.0034960443],"genre_scores_gemma":[0.99276835,0.0024283188,0.00015903582,0.00022621389,0.0015550682,0.00035597477,0.0010299493,0.00031287113,0.001164212],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99140906,0.00067796337,0.002264468,0.0015912391,0.0016361781,0.0024210669],"domain_scores_gemma":[0.99620336,0.0003317781,0.0007472693,0.0013684807,0.0003606334,0.0009884989],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0013150767,0.0017106428,0.0019955977,0.0011569215,0.0013124949,0.000702328,0.0011628052,0.00077686674,0.00060855533],"category_scores_gemma":[0.00017667137,0.0016905015,0.00081085705,0.002294331,0.0005329499,0.0006186603,0.0006151892,0.0013572772,0.0010700866],"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":[0.0012034152,0.0017620252,0.25190908,0.0044545834,0.011317442,0.0024298872,0.009609178,0.016065532,0.5652585,0.006494581,0.07753326,0.051962484],"study_design_scores_gemma":[0.007841605,0.0016086586,0.7306019,0.0015742762,0.0023186975,0.00055749353,0.011478208,0.01001551,0.0957821,0.0021971806,0.12955657,0.0064677885],"about_ca_topic_score_codex":0.0007380412,"about_ca_topic_score_gemma":0.0003403306,"teacher_disagreement_score":0.47869283,"about_ca_system_score_codex":0.0006598031,"about_ca_system_score_gemma":0.00012772033,"threshold_uncertainty_score":0.99998766},"labels":[],"label_agreement":null},{"id":"W4390364872","doi":"10.31540/jpm.v6i1.2608","title":"PEMBERDAYAAN KADER SARISEJAYA DALAM PEMBUATAN PENCIL BOX BAMBOO DENGAN MOTIF BATIK DURIAN SEBAGAI UPAYA MELESTARIKAN BUDAYA LOKAL LUBUKLINGGAU","year":2023,"lang":"id","type":"article","venue":"JURNAL CEMERLANG Pengabdian pada Masyarakat","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":"WiLAN (Canada)","funders":"","keywords":"Bamboo; Humanities; Art; Materials science","score_opus":0.017376895242074385,"score_gpt":0.22377997129082222,"score_spread":0.20640307604874783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390364872","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":[0.96327424,0.0022875029,0.00038665166,0.0035971603,0.010192729,0.0014748228,0.00064485,0.0027267896,0.015415276],"genre_scores_gemma":[0.9755163,0.001994642,0.0005114835,0.00018522765,0.0026436448,0.00015040916,0.00045494243,0.00043305958,0.018110294],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9910253,0.00053904805,0.0021850313,0.0016892351,0.0017466209,0.002814725],"domain_scores_gemma":[0.9958555,0.00044629522,0.00055888563,0.0014679967,0.00045612152,0.0012151746],"candidate_categories":["metaepi_narrow","sts","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0013225983,0.0017712413,0.0019206089,0.0008480565,0.0017278802,0.0008882991,0.001386651,0.0009121289,0.0022214756],"category_scores_gemma":[0.0004911302,0.0018166542,0.0008448808,0.001863308,0.0005096168,0.0007938076,0.0008627952,0.0024423113,0.0046783066],"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":[0.0018625029,0.0019755363,0.15169492,0.013048773,0.0096182935,0.011336522,0.028152188,0.04151243,0.4915695,0.014625994,0.18158886,0.053014487],"study_design_scores_gemma":[0.010406898,0.0017267028,0.5224199,0.0028855884,0.0030642063,0.0019688676,0.02473981,0.019120395,0.046140693,0.0024928642,0.35249522,0.012538821],"about_ca_topic_score_codex":0.0008289639,"about_ca_topic_score_gemma":0.0015952215,"teacher_disagreement_score":0.4454288,"about_ca_system_score_codex":0.00062691735,"about_ca_system_score_gemma":0.00051427365,"threshold_uncertainty_score":0.9998591},"labels":[],"label_agreement":null},{"id":"W4390752360","doi":"10.56860/jtsda.v3i2.88","title":"Estimasi Angkutan Sedimen Dasar pada Saluran Sand Trap Daerah Irigasi Gumbasa","year":2023,"lang":"id","type":"article","venue":"Jurnal Teknik Sumber Daya Air","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":"WiLAN (Canada)","funders":"","keywords":"Forestry; Physics; Environmental science; Geography","score_opus":0.015463753546762623,"score_gpt":0.23681050988795518,"score_spread":0.22134675634119255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390752360","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":[0.97330856,0.0017685916,0.00023233399,0.0027359154,0.0054331054,0.00058510224,0.00027884162,0.0021365336,0.0135209905],"genre_scores_gemma":[0.99113876,0.0015414178,0.0004731446,0.00024826918,0.0013776238,0.000076975644,0.00008988268,0.00018285497,0.004871089],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9960535,0.00014296127,0.0010586823,0.0007633295,0.00072845153,0.0012530519],"domain_scores_gemma":[0.99834275,0.00019486382,0.00019869246,0.00066875626,0.00015138372,0.0004435547],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00047407125,0.0007915294,0.0009815728,0.0002895699,0.0005419332,0.0002773634,0.0005253111,0.0004309986,0.0006130093],"category_scores_gemma":[0.00010451552,0.00076455134,0.0004068993,0.0010869949,0.0003337188,0.00047137158,0.00032595414,0.0008165897,0.0022704836],"study_design_candidate":"not_applicable","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":[0.000629891,0.00072144065,0.036256675,0.0035377233,0.004632171,0.0025578688,0.003565812,0.023061825,0.41772777,0.001955425,0.37955347,0.12579994],"study_design_scores_gemma":[0.005702849,0.0007158323,0.2836164,0.0015316496,0.0011361499,0.0010436993,0.0018854792,0.0076403446,0.07614141,0.0027359237,0.613426,0.0044242544],"about_ca_topic_score_codex":0.00015331879,"about_ca_topic_score_gemma":0.00005985755,"teacher_disagreement_score":0.34158635,"about_ca_system_score_codex":0.00014824272,"about_ca_system_score_gemma":0.000098894336,"threshold_uncertainty_score":0.99948055},"labels":[],"label_agreement":null},{"id":"W4391015567","doi":"10.1139/cgj-2023-0583","title":"Laboratory and numerical analyses on polyurethane–scrap rubber-reinforced base layer","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Slab; Scrap; Natural rubber; Geotechnical engineering; Layer (electronics); Materials science; Finite element method; Base course; Structural engineering; Track (disk drive); Composite material; Geology; Engineering; Metallurgy; Asphalt","score_opus":0.019212343037184273,"score_gpt":0.2439915938433017,"score_spread":0.22477925080611744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391015567","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":[0.80366427,0.034668468,0.08662305,0.0366315,0.014729684,0.0012863363,0.0011246909,0.006629773,0.014642251],"genre_scores_gemma":[0.99838686,0.00024921418,0.00025093468,0.0005501691,0.0003806789,0.000008853297,0.0000030535737,0.00003535706,0.00013487702],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987786,0.000036931357,0.00032977763,0.00020323152,0.00019662944,0.00045483268],"domain_scores_gemma":[0.9989631,0.000072159826,0.000020386422,0.00016348802,0.000053381915,0.00072749576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020088465,0.00022465248,0.000267197,0.00034731778,0.0001959778,0.00024879718,0.00014751375,0.00020450167,0.0006601762],"category_scores_gemma":[0.00007983969,0.00018734958,0.00010198706,0.00038377813,0.000118299504,0.00012861617,0.000026440885,0.00072857586,0.00012506018],"study_design_candidate":"not_applicable","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":[0.00012550353,0.00004352008,0.00015216322,0.00063615583,0.0016665707,0.006805279,0.00035118384,0.337108,0.24935192,0.027132276,0.1887765,0.18785094],"study_design_scores_gemma":[0.0013056144,0.0006884796,0.0038557148,0.00088742166,0.00048504135,0.004664983,0.00039402323,0.23267157,0.0439597,0.0047152825,0.70388216,0.0024899845],"about_ca_topic_score_codex":0.0007169636,"about_ca_topic_score_gemma":0.00015303172,"teacher_disagreement_score":0.51510566,"about_ca_system_score_codex":0.00017516222,"about_ca_system_score_gemma":0.00017149163,"threshold_uncertainty_score":0.7639894},"labels":[],"label_agreement":null},{"id":"W4391911082","doi":"","title":"Raw earth construction: First analysis of its frost resistance","year":2019,"lang":"en","type":"article","venue":"Espace ÉTS (ETS)","topic":"Geotechnical and construction materials studies","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":"École de Technologie Supérieure","funders":"","keywords":"Frost (temperature); Resistance (ecology); Earth (classical element); Environmental science; Astrobiology; Computer science; Forensic engineering; Geology; Engineering; Mathematics","score_opus":0.005288514335330619,"score_gpt":0.18728286714748266,"score_spread":0.18199435281215204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391911082","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":[0.98577505,0.0008729998,0.000592491,0.00038101134,0.0009281117,0.00015567907,0.00005995749,0.00024749502,0.010987201],"genre_scores_gemma":[0.99648875,0.00025129985,0.00079145655,0.000012939049,0.000045935976,0.000008823658,0.0000060846505,0.000012236409,0.002382446],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99925995,0.000015032782,0.00022788385,0.00017544361,0.0001512667,0.00017042624],"domain_scores_gemma":[0.9995217,0.000043743305,0.00006050332,0.00026194428,0.00006949512,0.000042653366],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006791074,0.00013130861,0.0003632651,0.00014154513,0.000057332458,0.00002140336,0.00009815286,0.00007225459,0.0012436406],"category_scores_gemma":[0.000023029392,0.00012532352,0.00011319359,0.00060598383,0.000071239214,0.00007905751,0.00003859652,0.000079810736,0.00021557733],"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":[0.00048815747,0.00014121432,0.10169945,0.0025042342,0.009128966,0.000026824038,0.0020597556,0.55634695,0.24714239,0.06475085,0.011145671,0.004565518],"study_design_scores_gemma":[0.002772884,0.0001473867,0.30743116,0.0005081006,0.0021310188,0.000026045635,0.0022184048,0.02090401,0.2037656,0.0006684632,0.45733765,0.002089283],"about_ca_topic_score_codex":0.000007057407,"about_ca_topic_score_gemma":0.00025497784,"teacher_disagreement_score":0.53544295,"about_ca_system_score_codex":0.000015458634,"about_ca_system_score_gemma":0.000007154601,"threshold_uncertainty_score":0.9996694},"labels":[],"label_agreement":null},{"id":"W4392465543","doi":"10.47600/jtst.v5i3.692","title":"Implementasi Beton Precast dengan Konsep Green Building pada Pembangunan Rumah Literasi untuk Masyarakat","year":2023,"lang":"id","type":"article","venue":"Jurnal Teknik Sipil Terapan","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Precast concrete; Civil engineering; Engineering","score_opus":0.018520893862453865,"score_gpt":0.2539076951078761,"score_spread":0.23538680124542222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392465543","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":[0.99030733,0.001431289,0.00013076045,0.0012915252,0.0032959408,0.00061866734,0.00039293763,0.0014039692,0.0011275575],"genre_scores_gemma":[0.9922741,0.0013851405,0.0005323403,0.00014282219,0.0017443021,0.00011729382,0.00011272867,0.00019433584,0.0034969023],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9951784,0.00022326551,0.001381611,0.00087020796,0.0007363349,0.001610203],"domain_scores_gemma":[0.9981892,0.0001975065,0.00031424497,0.0006929257,0.00016066771,0.0004454593],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00060364767,0.0009323962,0.001031722,0.000604914,0.0008417181,0.0005779459,0.00069911056,0.00033822638,0.0006013098],"category_scores_gemma":[0.00006139208,0.0009214442,0.0004714633,0.0011858608,0.00021036054,0.0004688739,0.0006061123,0.000870038,0.0008856437],"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":[0.00031041313,0.00027504383,0.037662275,0.0023469543,0.002101221,0.00058625196,0.0048251287,0.0008778061,0.68185884,0.0018500466,0.013551412,0.25375462],"study_design_scores_gemma":[0.006034109,0.001545516,0.23240893,0.0030241662,0.0010834759,0.0013063536,0.0040980647,0.0032479397,0.16486344,0.004392951,0.57267964,0.0053154365],"about_ca_topic_score_codex":0.00037134354,"about_ca_topic_score_gemma":0.00016736079,"teacher_disagreement_score":0.5591282,"about_ca_system_score_codex":0.00030496015,"about_ca_system_score_gemma":0.000075363256,"threshold_uncertainty_score":0.9998923},"labels":[],"label_agreement":null},{"id":"W4392520746","doi":"10.1061/9780784485323.024","title":"Challenges with Pile Design and Construction on the Coquihalla Highway","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Pile; Computer science; Civil engineering; Engineering; Construction engineering; Geotechnical engineering","score_opus":0.02481026814440366,"score_gpt":0.1877211478615492,"score_spread":0.16291087971714555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520746","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":[0.5419775,0.019753532,0.1063199,0.021847114,0.0039634435,0.0013063176,0.000015489917,0.00825126,0.29656544],"genre_scores_gemma":[0.9963403,0.0015712401,0.0018650913,0.000020794752,0.00004819731,0.000029730763,1.8639678e-7,0.000009515326,0.00011498246],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997123,0.000013073855,0.0000564789,0.00009336093,0.00004996298,0.00007481945],"domain_scores_gemma":[0.99981976,0.000089221554,0.0000033996173,0.00006420177,0.00000812685,0.000015282232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006518012,0.0000727388,0.00006362558,0.000020580981,0.000047093374,0.000044393688,0.0000250056,0.000025233847,0.00010455758],"category_scores_gemma":[0.0000027037602,0.000036630234,0.000008682934,0.000038888487,0.00007691052,0.00002992938,0.000009867011,0.000055733617,0.000048045094],"study_design_candidate":"theoretical_or_conceptual","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":[0.000032055254,0.000008211559,0.000009633948,0.00022292222,0.00020935813,0.00001229717,0.00023832016,0.0047163516,0.005543545,0.8227674,0.004815079,0.16142485],"study_design_scores_gemma":[0.0018410878,0.0026018298,0.0061112843,0.001761035,0.00040140402,0.0023739282,0.009218654,0.12313991,0.27066013,0.15388834,0.42488083,0.0031215383],"about_ca_topic_score_codex":0.0000011292847,"about_ca_topic_score_gemma":0.0000031691454,"teacher_disagreement_score":0.66887903,"about_ca_system_score_codex":0.000006535772,"about_ca_system_score_gemma":0.0000028228178,"threshold_uncertainty_score":0.14937377},"labels":[],"label_agreement":null},{"id":"W4392926269","doi":"","title":"Effets de la corrélation de taille et de forme des grains sur la résistance au cisaillement des matériaux granulaires","year":2022,"lang":"fr","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","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","funders":"","keywords":"Materials science; Physics","score_opus":0.008807108954556256,"score_gpt":0.21471900270761746,"score_spread":0.2059118937530612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392926269","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":[0.74200726,0.0034400066,0.22418205,0.0048880274,0.00029314824,0.0002963446,0.00014279778,0.0003454042,0.024404958],"genre_scores_gemma":[0.94378495,0.0019700013,0.04969904,0.0000670419,0.000026019157,0.00018762736,0.0000679884,0.000049397484,0.0041479208],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99232966,0.006003537,0.00043345103,0.0003324407,0.0002866091,0.0006143269],"domain_scores_gemma":[0.9968823,0.0018323632,0.00017386909,0.0005430288,0.00039094116,0.0001774779],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0065052225,0.000268545,0.00027981325,0.00011046569,0.0011600715,0.00025050633,0.00046560584,0.00013390272,0.000494534],"category_scores_gemma":[0.0010170523,0.0003190819,0.00015472677,0.00035918216,0.0006561384,0.00020779042,0.00046105884,0.00034619585,0.000016413951],"study_design_candidate":"theoretical_or_conceptual","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":[0.0001190674,0.0016071777,0.060172524,0.0016827254,0.00039217915,0.000055672823,0.08333999,0.049775023,0.06706467,0.5732827,0.0064141983,0.15609406],"study_design_scores_gemma":[0.0045908485,0.000012098392,0.24180786,0.0032240185,0.0003589526,0.0007722052,0.004995155,0.11072205,0.111177415,0.1731904,0.3471709,0.0019781159],"about_ca_topic_score_codex":0.005977874,"about_ca_topic_score_gemma":0.005732787,"teacher_disagreement_score":0.4000923,"about_ca_system_score_codex":0.0010235417,"about_ca_system_score_gemma":0.00037263578,"threshold_uncertainty_score":0.99992615},"labels":[],"label_agreement":null},{"id":"W4393243001","doi":"10.31186/naturalis.12.1.24255","title":"Evaluasi Rencana Tata Ruang Wilayah dalam Pengurangan Risiko Bencana Tanah Longsor Di Kota Lubuklinggau","year":2023,"lang":"id","type":"article","venue":"Naturalis Jurnal Penelitian Pengelolaan Sumber Daya Alam dan Lingkungan","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":"Physics","score_opus":0.01721214494990857,"score_gpt":0.2528768758605098,"score_spread":0.2356647309106012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393243001","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":[0.97094285,0.007896632,0.000020435351,0.002816995,0.010083866,0.0014439985,0.0009923963,0.0020086481,0.0037941518],"genre_scores_gemma":[0.9853898,0.004398401,0.00019077165,0.0003175439,0.0038273819,0.00014694298,0.0012729269,0.00052721245,0.0039290087],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9878238,0.00082013634,0.0029460199,0.00244112,0.0024772515,0.0034916815],"domain_scores_gemma":[0.9935547,0.00074858085,0.000891449,0.002181936,0.0010944387,0.0015288931],"candidate_categories":["metaepi_narrow","sts","scholarly_communication","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.0021228534,0.0022801964,0.0024141436,0.0011014482,0.0020035864,0.0013679889,0.002431787,0.0013464609,0.00043417767],"category_scores_gemma":[0.0013142768,0.0023489103,0.0011679897,0.0028117076,0.0008110749,0.0013385573,0.0011943593,0.0038641917,0.0010266298],"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":[0.0021156056,0.0017646779,0.15545021,0.013681451,0.017422728,0.011713107,0.02704546,0.025050495,0.458748,0.012508144,0.19325763,0.08124248],"study_design_scores_gemma":[0.009760472,0.0011286138,0.69921523,0.0061996826,0.0049881907,0.002165941,0.015044599,0.02115692,0.057758406,0.0014898591,0.16782902,0.013263056],"about_ca_topic_score_codex":0.0019500593,"about_ca_topic_score_gemma":0.0029120643,"teacher_disagreement_score":0.543765,"about_ca_system_score_codex":0.00083725265,"about_ca_system_score_gemma":0.00050283095,"threshold_uncertainty_score":0.99995},"labels":[],"label_agreement":null},{"id":"W4393623520","doi":"10.5281/zenodo.10422069","title":"Mahjong Tile #7","year":2022,"lang":"en","type":"dataset","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Tile; Geography; Archaeology","score_opus":0.019519096069649203,"score_gpt":0.20446641638752086,"score_spread":0.18494732031787164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393623520","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000090763446,0.00015835838,0.00009471258,0.000076448254,0.0005935378,0.00022971717,0.983198,0.0015848113,0.013973691],"genre_scores_gemma":[0.0004264543,0.0005952066,0.00002559912,0.000039268696,0.00018225916,1.2735508e-7,0.99751836,0.00094811583,0.0002646107],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987735,0.00012211456,0.0002384654,0.00027971825,0.0002922485,0.00029393446],"domain_scores_gemma":[0.9992915,0.000011024689,0.00005248799,0.00044207188,0.00011395468,0.000088967274],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00023212524,0.00018614941,0.00020385814,0.00018238137,0.0015598639,0.00038971732,0.00088836125,0.00009431823,0.40407646],"category_scores_gemma":[0.00011545397,0.00020587424,0.000057693196,0.00028820214,0.00009596195,0.00007435463,0.001514388,0.00044642875,0.008164316],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006528378,0.000019392715,9.910616e-9,0.00014952636,0.00004645261,0.00001052622,0.000020280853,0.00033552156,0.00019416813,0.000066735876,0.99025273,0.008898095],"study_design_scores_gemma":[0.00012611265,0.000057156696,0.0000062801237,0.00001376634,0.000021827933,0.00009286876,0.00006437128,0.00003360345,0.00004059746,0.00005665746,0.9992736,0.00021318946],"about_ca_topic_score_codex":0.000014030214,"about_ca_topic_score_gemma":2.7507704e-7,"teacher_disagreement_score":0.39591214,"about_ca_system_score_codex":0.0001304776,"about_ca_system_score_gemma":0.0000012973462,"threshold_uncertainty_score":0.99973994},"labels":[],"label_agreement":null},{"id":"W4393883561","doi":"10.5281/zenodo.10315016","title":"Mahjong Tile #2","year":2022,"lang":"en","type":"dataset","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Tile; Geography; Archaeology","score_opus":0.019519096069649203,"score_gpt":0.20446641638752086,"score_spread":0.18494732031787164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393883561","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000090474234,0.00015736884,0.00009470882,0.00007799922,0.0005935136,0.00022969952,0.9831634,0.0015848237,0.014007991],"genre_scores_gemma":[0.000425384,0.00059132016,0.000025594047,0.000039257953,0.00018226236,1.2736966e-7,0.99751806,0.00094814255,0.00026986803],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987729,0.00012211117,0.00023845647,0.00027971173,0.00029285712,0.0002939306],"domain_scores_gemma":[0.9992906,0.000011024276,0.00005248626,0.00044205945,0.000114903036,0.00008896651],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00023257281,0.00018614675,0.00020384429,0.00018239986,0.0015598536,0.0003897581,0.0008883435,0.00009431704,0.4038116],"category_scores_gemma":[0.00011636009,0.00020587248,0.000057691486,0.0002881939,0.000095960866,0.00007436221,0.0015143432,0.00044642086,0.008164099],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000065282643,0.000019391857,9.8775e-9,0.00014911777,0.000046439145,0.0000105260615,0.00002027974,0.0003354454,0.00019392619,0.00006672208,0.9902662,0.008885383],"study_design_scores_gemma":[0.00012610946,0.000057151166,0.0000062502477,0.00001372202,0.000021797376,0.000092868235,0.00006436416,0.000033601922,0.00004057902,0.000056649056,0.9992737,0.00021318701],"about_ca_topic_score_codex":0.000014036251,"about_ca_topic_score_gemma":2.7511354e-7,"teacher_disagreement_score":0.3956475,"about_ca_system_score_codex":0.00013047455,"about_ca_system_score_gemma":0.0000012973198,"threshold_uncertainty_score":0.99974},"labels":[],"label_agreement":null},{"id":"W4393896078","doi":"10.5281/zenodo.10422070","title":"Mahjong Tile #7","year":2022,"lang":"en","type":"dataset","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Tile; Archaeology; Geography","score_opus":0.019519096069649203,"score_gpt":0.20446641638752086,"score_spread":0.18494732031787164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393896078","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000090763446,0.00015835838,0.00009471258,0.000076448254,0.0005935378,0.00022971717,0.983198,0.0015848113,0.013973691],"genre_scores_gemma":[0.0004264543,0.0005952066,0.00002559912,0.000039268696,0.00018225916,1.2735508e-7,0.99751836,0.00094811583,0.0002646107],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987735,0.00012211456,0.0002384654,0.00027971825,0.0002922485,0.00029393446],"domain_scores_gemma":[0.9992915,0.000011024689,0.00005248799,0.00044207188,0.00011395468,0.000088967274],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00023212524,0.00018614941,0.00020385814,0.00018238137,0.0015598639,0.00038971732,0.00088836125,0.00009431823,0.40407646],"category_scores_gemma":[0.00011545397,0.00020587424,0.000057693196,0.00028820214,0.00009596195,0.00007435463,0.001514388,0.00044642875,0.008164316],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006528378,0.000019392715,9.910616e-9,0.00014952636,0.00004645261,0.00001052622,0.000020280853,0.00033552156,0.00019416813,0.000066735876,0.99025273,0.008898095],"study_design_scores_gemma":[0.00012611265,0.000057156696,0.0000062801237,0.00001376634,0.000021827933,0.00009286876,0.00006437128,0.00003360345,0.00004059746,0.00005665746,0.9992736,0.00021318946],"about_ca_topic_score_codex":0.000014030214,"about_ca_topic_score_gemma":2.7507704e-7,"teacher_disagreement_score":0.39591214,"about_ca_system_score_codex":0.0001304776,"about_ca_system_score_gemma":0.0000012973462,"threshold_uncertainty_score":0.99973994},"labels":[],"label_agreement":null},{"id":"W4394058932","doi":"10.5281/zenodo.10315015","title":"Mahjong Tile #2","year":2022,"lang":"en","type":"dataset","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Tile; Geology; Archaeology; Geography","score_opus":0.019519096069649203,"score_gpt":0.20446641638752086,"score_spread":0.18494732031787164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394058932","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000090474234,0.00015736884,0.00009470882,0.00007799922,0.0005935136,0.00022969952,0.9831634,0.0015848237,0.014007991],"genre_scores_gemma":[0.000425384,0.00059132016,0.000025594047,0.000039257953,0.00018226236,1.2736966e-7,0.99751806,0.00094814255,0.00026986803],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987729,0.00012211117,0.00023845647,0.00027971173,0.00029285712,0.0002939306],"domain_scores_gemma":[0.9992906,0.000011024276,0.00005248626,0.00044205945,0.000114903036,0.00008896651],"candidate_categories":["sts","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00023257281,0.00018614675,0.00020384429,0.00018239986,0.0015598536,0.0003897581,0.0008883435,0.00009431704,0.4038116],"category_scores_gemma":[0.00011636009,0.00020587248,0.000057691486,0.0002881939,0.000095960866,0.00007436221,0.0015143432,0.00044642086,0.008164099],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000065282643,0.000019391857,9.8775e-9,0.00014911777,0.000046439145,0.0000105260615,0.00002027974,0.0003354454,0.00019392619,0.00006672208,0.9902662,0.008885383],"study_design_scores_gemma":[0.00012610946,0.000057151166,0.0000062502477,0.00001372202,0.000021797376,0.000092868235,0.00006436416,0.000033601922,0.00004057902,0.000056649056,0.9992737,0.00021318701],"about_ca_topic_score_codex":0.000014036251,"about_ca_topic_score_gemma":2.7511354e-7,"teacher_disagreement_score":0.3956475,"about_ca_system_score_codex":0.00013047455,"about_ca_system_score_gemma":0.0000012973198,"threshold_uncertainty_score":0.99974},"labels":[],"label_agreement":null},{"id":"W4395467156","doi":"10.18280/ijdne.190214","title":"Modification of the Geotechnical Properties of Loess Using Eggshell Waste (El'Mghair Region)","year":2024,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Loess; Geotechnical engineering; Eggshell; Geology; Environmental science; Engineering; Geomorphology","score_opus":0.020196167194546977,"score_gpt":0.23633564550518388,"score_spread":0.2161394783106369,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395467156","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":[0.9353672,0.0036157263,0.058702417,0.00044769747,0.0017186154,0.00007494647,0.000009075748,0.000022805563,0.00004146434],"genre_scores_gemma":[0.9983698,0.00070208585,0.00075919414,0.0000119426095,0.00013245572,9.1117846e-7,4.3560445e-7,0.000009042626,0.000014114133],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992618,0.000023250614,0.00037989457,0.000062602485,0.00020968779,0.00006277537],"domain_scores_gemma":[0.99953115,0.000035911635,0.00012219425,0.0000687821,0.0002244081,0.000017530789],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015356271,0.000080838014,0.00015331816,0.000111134366,0.000021579692,0.000026821506,0.0002078948,0.000116469884,0.0000027513563],"category_scores_gemma":[0.000038873553,0.00005132927,0.000086913744,0.00009671524,0.00008714444,0.00013095247,0.000043895572,0.0002728578,2.5104774e-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":[0.00017424548,0.000056074663,0.00018916641,0.00043489292,0.00067824207,0.00002297999,0.00038732903,0.51305324,0.464153,0.010512532,0.00021054097,0.010127767],"study_design_scores_gemma":[0.00035795773,0.00008353175,0.00072781777,0.0016410823,0.0001574082,0.000994547,0.00028634464,0.84891075,0.13437852,0.011723312,0.0005278764,0.0002108284],"about_ca_topic_score_codex":0.000003213282,"about_ca_topic_score_gemma":0.0000010693726,"teacher_disagreement_score":0.3358575,"about_ca_system_score_codex":0.000041489875,"about_ca_system_score_gemma":0.0000316182,"threshold_uncertainty_score":0.20931469},"labels":[],"label_agreement":null},{"id":"W4396242935","doi":"10.18280/rcma.340203","title":"Influence of Feldspar Addition on the Geotechnical Properties of Expansive Soil in Rahhaliya, Iraq","year":2024,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Feldspar; Expansive clay; Expansive; Geology; Mining engineering; Soil science; Soil water; Materials science; Compressive strength; Composite material","score_opus":0.04662759058279635,"score_gpt":0.24049572481002063,"score_spread":0.19386813422722426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396242935","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":[0.9780459,0.016345445,0.0024168377,0.0014436871,0.00046260995,0.00042747235,0.00015151815,0.0001717053,0.0005348642],"genre_scores_gemma":[0.99166167,0.0052739503,0.0025103989,0.000038780578,0.00011937777,0.000108875865,0.000008114406,0.000044789107,0.00023406303],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981375,0.0002065696,0.0007807832,0.00031320818,0.00020655632,0.00035542776],"domain_scores_gemma":[0.9988587,0.00043892968,0.000116611234,0.00035385013,0.00017958714,0.000052312065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037108574,0.0003213539,0.0005742908,0.00018221927,0.000089140696,0.00006862659,0.0002763471,0.00020830617,0.00010599491],"category_scores_gemma":[0.0002336459,0.00023327248,0.00016827008,0.00042892317,0.0010120155,0.0002439953,0.00015492749,0.00042896796,0.00008980577],"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":[0.00007000557,0.00009289072,0.00008460142,0.0062668887,0.00012459375,0.000024685272,0.0012833517,0.7528342,0.20211665,0.031797145,0.00015676903,0.0051482334],"study_design_scores_gemma":[0.00076120783,0.00095254404,0.013348772,0.05534546,0.00034879465,0.00048054877,0.00096934027,0.12307592,0.756406,0.041485954,0.0056614107,0.0011640182],"about_ca_topic_score_codex":0.00031594853,"about_ca_topic_score_gemma":0.00008590547,"teacher_disagreement_score":0.62975824,"about_ca_system_score_codex":0.00013209946,"about_ca_system_score_gemma":0.0000426846,"threshold_uncertainty_score":0.9512576},"labels":[],"label_agreement":null},{"id":"W4399708250","doi":"10.1007/s40808-024-02043-x","title":"Modelling on earthwork feasibility analyses of geotechnical and georesistivity fingerprints of subsoils: Application to tank farm, road and building developments in part of the Niger Delta","year":2024,"lang":"en","type":"article","venue":"Modeling Earth Systems and Environment","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Geotechnical engineering; Standard penetration test; Bearing capacity; Earthworks; Pile; Geotechnical investigation; Subgrade; Soil water; Consolidation (business); Penetration test; Geology; Engineering; Mining engineering; Soil science","score_opus":0.034425944772876305,"score_gpt":0.2402910084542016,"score_spread":0.2058650636813253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399708250","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":[0.9189373,0.0010194472,0.07973688,0.000013020138,0.00004449608,0.00021351724,0.000012280702,0.000015071949,0.000007989381],"genre_scores_gemma":[0.99875355,0.00044285355,0.0007600886,0.0000016258792,0.000008030516,0.00002323864,5.9642474e-7,0.0000068486247,0.000003167973],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99917024,0.000027334909,0.0003709055,0.00020153297,0.00013207972,0.00009790447],"domain_scores_gemma":[0.9997596,0.000027519962,0.000036113484,0.00013991765,0.0000075996577,0.000029209019],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030326887,0.00010088934,0.00024156747,0.000051454852,0.000033526125,0.000011294146,0.00003933813,0.000054206805,7.3831995e-7],"category_scores_gemma":[0.0000070602564,0.00007643816,0.000022984888,0.000070094684,0.000051482835,0.000022084714,0.00007782804,0.000068395064,2.491853e-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":[0.000009355452,0.000010991641,0.0022808197,0.00026797247,0.000020012923,1.3520473e-7,0.00006534894,0.98074675,0.011019319,0.00009627912,2.0047369e-7,0.0054827896],"study_design_scores_gemma":[0.0000726211,0.000014882571,0.011325421,0.00041278702,0.000015667032,0.0000012699414,0.00003505258,0.9841161,0.0037529552,0.00013081811,0.00004406434,0.00007839926],"about_ca_topic_score_codex":0.00029084244,"about_ca_topic_score_gemma":0.000013575753,"teacher_disagreement_score":0.07981625,"about_ca_system_score_codex":0.000015531221,"about_ca_system_score_gemma":0.000003905667,"threshold_uncertainty_score":0.3117058},"labels":[],"label_agreement":null},{"id":"W4399922798","doi":"10.18280/rcma.340311","title":"Effect of Treatment with Different Classes of Cement on the Geotechnical Properties of Soils: Case Study of Red Soil in the M'sila Region, Algeria","year":2024,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Soil water; Geology; Red soil; Cement; Soil science; Geography; Archaeology","score_opus":0.05863636791069359,"score_gpt":0.2634660704834013,"score_spread":0.20482970257270772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399922798","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":[0.9906031,0.0066592144,0.0005081204,0.0004319182,0.00022276533,0.0013920121,0.00002919569,0.000052017574,0.00010169243],"genre_scores_gemma":[0.9975055,0.001890042,0.00021113182,0.0000033349504,0.000041557094,0.00025870875,0.0000022933682,0.00003574173,0.000051687417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9975922,0.00074045674,0.00088680926,0.00028685186,0.00023322087,0.00026045518],"domain_scores_gemma":[0.998157,0.0009388199,0.00021941432,0.0005422508,0.000109711866,0.000032761505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047333373,0.00039683798,0.0009460977,0.00014048659,0.00007974551,0.000037153357,0.00024183709,0.00009994332,0.000013880224],"category_scores_gemma":[0.000054977252,0.00018344953,0.00017940864,0.00032477378,0.0006784062,0.0000647015,0.00010658028,0.00020240467,0.000001384184],"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":[0.0032581706,0.0055727037,0.005693968,0.047779586,0.0041189305,0.0013127358,0.030290954,0.56775004,0.28357038,0.009605088,0.000112531954,0.040934946],"study_design_scores_gemma":[0.0050230026,0.061987646,0.005713618,0.03185339,0.0034354744,0.0049226778,0.015777698,0.05349279,0.81488806,0.0014056533,0.00040714376,0.0010928516],"about_ca_topic_score_codex":0.0011885529,"about_ca_topic_score_gemma":0.00056109624,"teacher_disagreement_score":0.5313177,"about_ca_system_score_codex":0.00014483716,"about_ca_system_score_gemma":0.000032403255,"threshold_uncertainty_score":0.7480855},"labels":[],"label_agreement":null},{"id":"W4400234979","doi":"10.11159/iccste24.243","title":"Sustainable Concrete Design Using Brown Chicken Eggshell to Reduce Carbon Footprint","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Carbon footprint; Footprint; Eggshell; Carbon fibers; Sustainable design; Environmental science; Computer science; Materials science; Sustainability; Composite material; Greenhouse gas; Ecology; Geology; Composite number; Biology","score_opus":0.018256954767385963,"score_gpt":0.22413966598072121,"score_spread":0.20588271121333526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400234979","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":[0.9973794,0.00007572979,0.00060657674,0.00028946326,0.00062025257,0.0001971317,0.00001567534,0.00017002417,0.00064572186],"genre_scores_gemma":[0.99871814,0.000034223634,0.0010474587,0.000007233271,0.000070406015,0.000018450572,0.0000018088232,0.000016749294,0.00008554315],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992555,0.0000014171522,0.00022801448,0.00017175124,0.00018804168,0.00015527876],"domain_scores_gemma":[0.9997274,0.000016505264,0.000027623799,0.000036845,0.00014624026,0.000045384448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006961784,0.00015461155,0.00013931829,0.0001054302,0.000043143977,0.000098466924,0.00016541521,0.000045379344,0.000019591946],"category_scores_gemma":[0.000017484454,0.00011996687,0.000043270644,0.00014796958,0.000029325045,0.00009039312,0.000017948527,0.00013045353,4.3553385e-7],"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":[0.00003836834,0.000001079908,0.00018890953,0.00049955,0.00012222484,0.0000022559552,0.0007737682,0.07992848,0.81444633,0.10304374,0.000010897812,0.00094436924],"study_design_scores_gemma":[0.00031485685,0.000083000676,0.010893849,0.00089727185,0.000081690676,0.000033053908,0.0009031333,0.4334742,0.54499674,0.007381084,0.00042818117,0.0005129322],"about_ca_topic_score_codex":0.000054624918,"about_ca_topic_score_gemma":0.0000033452684,"teacher_disagreement_score":0.35354573,"about_ca_system_score_codex":0.000046630223,"about_ca_system_score_gemma":0.000013865423,"threshold_uncertainty_score":0.48921072},"labels":[],"label_agreement":null},{"id":"W4401154763","doi":"10.34001/ces.v4i01.438","title":"STRUCTURAL PLANNING OF 4 FLOOR BULDING OFFICE OF HIGH PROSECUTORS, CENTRAL JAVA","year":2024,"lang":"id","type":"article","venue":"Jurnal Civil Engineering Study","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":"Structural engineering; Engineering; Forensic engineering; Physics","score_opus":0.008608585581440344,"score_gpt":0.21459384992814276,"score_spread":0.20598526434670242,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401154763","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":[0.9865498,0.0047872337,0.0018873091,0.000020675025,0.0056683063,0.00044364505,0.000098759134,0.00040852148,0.00013574],"genre_scores_gemma":[0.9987931,0.00007702231,0.0004635845,0.0000014496663,0.00047338227,0.00002022896,0.000005164365,0.00008967455,0.00007633982],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99735224,0.00003848783,0.0010791945,0.00040031775,0.00050501665,0.00062475255],"domain_scores_gemma":[0.99921465,0.00013800783,0.00013381534,0.00028032108,0.0001044636,0.00012875129],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00025671412,0.0005017137,0.0008912689,0.00033467176,0.000086128864,0.00010085608,0.00029360523,0.00015783292,0.00016523701],"category_scores_gemma":[0.00012670946,0.0004764435,0.00021649848,0.0005745112,0.00006671048,0.00018412575,0.00019286807,0.00057270867,0.000011450293],"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":[0.00017123186,0.0002149356,0.004295681,0.008139445,0.0028587,0.00022189542,0.008045809,0.87782705,0.093468785,0.0030219015,0.00020946984,0.0015251049],"study_design_scores_gemma":[0.0040463023,0.0034221078,0.72793627,0.0139054805,0.002824523,0.0005093725,0.007497541,0.16773959,0.06610181,0.0004856161,0.001698543,0.0038328466],"about_ca_topic_score_codex":0.00014260737,"about_ca_topic_score_gemma":0.000011566544,"teacher_disagreement_score":0.72364056,"about_ca_system_score_codex":0.000119559256,"about_ca_system_score_gemma":0.00005457525,"threshold_uncertainty_score":0.99976873},"labels":[],"label_agreement":null},{"id":"W4401284581","doi":"10.70124/abditechno.v4i1.1151","title":"PENERAPAN MESIN PENGERING KAYU BERBAHAN BAKAR HYBRID UNTUK MEMPERCEPAT PROSES PRODUKSI RUMAH ADAT MINAHASA","year":2024,"lang":"id","type":"article","venue":"Abdi Techno.","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":"Toxicology; Environmental science; Medicine; Biology","score_opus":0.008195409983643537,"score_gpt":0.20863001080505594,"score_spread":0.2004346008214124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401284581","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":[0.95400345,0.020257063,0.0009387111,0.0019667055,0.005792421,0.001563808,0.00023517355,0.006773809,0.008468885],"genre_scores_gemma":[0.99000967,0.0023392446,0.0016870812,0.000037005113,0.00076324266,0.0003398162,0.000046978334,0.00020857654,0.0045684045],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9963568,0.00005045603,0.00087572914,0.0011341926,0.0005371282,0.0010457048],"domain_scores_gemma":[0.99860084,0.00007784688,0.00008857323,0.00092589844,0.00011768746,0.00018914041],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003630906,0.0008552309,0.0008696871,0.00039384485,0.0004480763,0.00057202845,0.000612953,0.00034738914,0.0009885464],"category_scores_gemma":[0.00008705087,0.00082029094,0.00031128607,0.00076349557,0.00036335268,0.00047735515,0.0005643272,0.0007825511,0.001627025],"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":[0.00006859836,0.00023576365,0.00029650977,0.0061462293,0.0008947571,0.00044338923,0.0008921193,0.0008789435,0.80469203,0.004202277,0.02119602,0.16005337],"study_design_scores_gemma":[0.00050821865,0.00036850845,0.0006035919,0.0024930288,0.00048283898,0.00043910774,0.0008654467,0.004388739,0.639934,0.0019379392,0.34589803,0.0020805835],"about_ca_topic_score_codex":0.00022925583,"about_ca_topic_score_gemma":0.0000560654,"teacher_disagreement_score":0.324702,"about_ca_system_score_codex":0.00024684524,"about_ca_system_score_gemma":0.0000833209,"threshold_uncertainty_score":0.99992466},"labels":[],"label_agreement":null},{"id":"W4401479516","doi":"10.56952/arma-2024-0438","title":"Intact Rock Properties of the Rotondo Granite for the PRECODE Project in the BedrettoLab","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","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":"Dalhousie University; York University","funders":"","keywords":"Geology; Geochemistry","score_opus":0.02294154983144214,"score_gpt":0.21487339754868176,"score_spread":0.19193184771723962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401479516","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":[0.9756609,0.0064821565,0.003450106,0.0046562413,0.0018217098,0.004224093,0.00004773108,0.0004961153,0.003160901],"genre_scores_gemma":[0.99907374,0.00008099461,0.000038694216,0.000031988227,0.000048911774,0.00045622923,3.0689122e-7,0.000008474634,0.00026067655],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958915,0.000021883237,0.00014742045,0.00006748958,0.000074823096,0.00009925635],"domain_scores_gemma":[0.99976003,0.00007395806,0.000008954841,0.00013827143,0.000015567159,0.0000031930067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014706528,0.00007364325,0.00008295672,0.000020133655,0.00006375521,0.000045968653,0.00019509473,0.000025104191,0.000018934921],"category_scores_gemma":[0.000025686943,0.000024896566,0.000060918206,0.00015431385,0.0000330328,0.000041029994,0.000040550385,0.00008768933,0.0000067613505],"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":[0.00038559982,0.00023825884,0.0027936853,0.011337346,0.0017969159,0.000005179319,0.039357416,0.09911473,0.53405434,0.10653094,0.07503229,0.12935331],"study_design_scores_gemma":[0.00091161707,0.00022621335,0.006837996,0.0011321933,0.0002927673,0.000072283154,0.010859015,0.21055262,0.46328944,0.008914881,0.29616567,0.0007452959],"about_ca_topic_score_codex":0.00008176116,"about_ca_topic_score_gemma":0.00009534116,"teacher_disagreement_score":0.2211334,"about_ca_system_score_codex":0.000009041448,"about_ca_system_score_gemma":0.00001118526,"threshold_uncertainty_score":0.10152525},"labels":[],"label_agreement":null},{"id":"W4401869170","doi":"10.33758/mbi.v18i6.687","title":"PENGARUH PENAMBAHAN CACAHAN PLASTIK PET (POLYTETHYLENE TEREPHTHALATE) PADA BETON MENGGUNAKAN AGREGAT KASAR BATU PETANGIS TERHADAP KUAT TEKAN","year":2024,"lang":"id","type":"article","venue":"MEDIA BINA ILMIAH","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"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 science","score_opus":0.01000123722258373,"score_gpt":0.206666846353475,"score_spread":0.19666560913089126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401869170","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":[0.93765265,0.02156625,0.00026662496,0.0032141607,0.023095412,0.0010971059,0.000483413,0.0026569096,0.009967501],"genre_scores_gemma":[0.985638,0.0054352814,0.0006438825,0.00008002355,0.0020529765,0.00017839247,0.00019045727,0.00028818115,0.005492787],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9941354,0.000252769,0.0013576244,0.001479813,0.0010557979,0.0017186392],"domain_scores_gemma":[0.9972769,0.0007329324,0.00017356972,0.0009780902,0.00015533004,0.00068316865],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.00061120844,0.0014037616,0.0014094083,0.00056021055,0.0005321457,0.00066800497,0.00076150906,0.00054741156,0.0026044566],"category_scores_gemma":[0.00033363188,0.001277092,0.000563767,0.0008983897,0.00052853907,0.00051185716,0.00062338746,0.0014659063,0.0022032822],"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":[0.00058369525,0.0009979025,0.002610551,0.0155484835,0.006309081,0.013368836,0.021451801,0.002072984,0.70882475,0.0070608873,0.10131806,0.119852945],"study_design_scores_gemma":[0.0048605455,0.0017336424,0.013996491,0.0070929145,0.0032111825,0.004230498,0.008996094,0.013068109,0.2982886,0.0027225122,0.63339114,0.008408257],"about_ca_topic_score_codex":0.00034985444,"about_ca_topic_score_gemma":0.00031651795,"teacher_disagreement_score":0.5320731,"about_ca_system_score_codex":0.00046299398,"about_ca_system_score_gemma":0.00018453614,"threshold_uncertainty_score":0.99987125},"labels":[],"label_agreement":null},{"id":"W4401951932","doi":"10.18280/ijdne.190406","title":"Assessment of Soil Consolidation Techniques in Ecuador: Preloading and Wick Drains in the Exodo-Fertisa Project","year":2024,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Engineering; Environmental science; Geology; Business; Accounting","score_opus":0.010515429632035705,"score_gpt":0.2729612940911223,"score_spread":0.2624458644590866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401951932","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":[0.98244,0.0018434776,0.014196334,0.00043618,0.00052234024,0.00014189557,0.000010766791,0.000023876799,0.00038511952],"genre_scores_gemma":[0.9943061,0.0018509533,0.0037455887,0.000023365572,0.000057341913,0.000005276798,0.0000016621975,0.000005499381,0.0000041966564],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993933,0.000037986574,0.00029996104,0.000061658364,0.00014384404,0.00006326949],"domain_scores_gemma":[0.9997248,0.00012356079,0.00005459239,0.000030017392,0.00005755895,0.000009475302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000411385,0.0000710676,0.00012676758,0.00025599383,0.000012145854,0.000060599094,0.00009901346,0.00008467189,0.0000026043479],"category_scores_gemma":[0.000030241004,0.000050118917,0.000024376024,0.00009809192,0.000035848163,0.00015191652,0.00002126587,0.0003186406,8.7478966e-8],"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":[0.0005508544,0.00049945124,0.03969025,0.0019774172,0.0019858957,0.0013495095,0.009672808,0.07191211,0.24640703,0.09267728,0.0020187402,0.53125864],"study_design_scores_gemma":[0.002315602,0.0008752242,0.19622293,0.005030018,0.0002071099,0.003766149,0.003798125,0.69436014,0.024186706,0.065434076,0.0028535337,0.0009504171],"about_ca_topic_score_codex":0.0000096346885,"about_ca_topic_score_gemma":0.00004117915,"teacher_disagreement_score":0.62244797,"about_ca_system_score_codex":0.000054788277,"about_ca_system_score_gemma":0.000032737844,"threshold_uncertainty_score":0.20437902},"labels":[],"label_agreement":null},{"id":"W4402046685","doi":"10.32662/gojise.v7i1.3764","title":"PENGGUNAAN LIMBAH PLASTIK SEBAGAI AGREGAT PADA BETON YANG MENGGUNAKAN PASIR LAUT DAN AIR LAUT","year":2024,"lang":"en","type":"article","venue":"Gorontalo Journal of Infrastructure and Science Engineering","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":"Environmental science; Materials science","score_opus":0.002495052461216254,"score_gpt":0.1757144225245391,"score_spread":0.17321937006332283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402046685","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":[0.98752177,0.0032240006,0.005397109,0.00010290311,0.0030860724,0.00007812602,0.000011714828,0.0002464539,0.00033183],"genre_scores_gemma":[0.9968653,0.00041756747,0.0022358287,0.000017924818,0.00041290832,0.0000019328145,0.0000012617306,0.000028059123,0.000019229157],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984562,0.000009585199,0.00047488112,0.00022556062,0.00040799027,0.0004258303],"domain_scores_gemma":[0.999433,0.00005945438,0.000060069153,0.00013558126,0.000082852195,0.00022904792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003385217,0.0002866898,0.0003559124,0.00031292596,0.00017343159,0.00023119568,0.00030525756,0.00009730404,0.000028958813],"category_scores_gemma":[0.000058190788,0.00022361949,0.00009689327,0.00042093892,0.00019405056,0.00077806116,0.00010558862,0.00046640105,0.0000029091584],"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":[0.000020961263,0.000011923695,0.0007829625,0.00052480487,0.00023644793,0.00023048013,0.0019419577,0.38268515,0.5670169,0.0040293024,0.0010628029,0.04145628],"study_design_scores_gemma":[0.002313108,0.0012774934,0.13652568,0.0036319667,0.0005174958,0.012423642,0.0054975315,0.2714911,0.45498207,0.003685973,0.10394288,0.0037110473],"about_ca_topic_score_codex":0.000005639473,"about_ca_topic_score_gemma":0.000004917721,"teacher_disagreement_score":0.13574272,"about_ca_system_score_codex":0.00014133584,"about_ca_system_score_gemma":0.00007213393,"threshold_uncertainty_score":0.9118938},"labels":[],"label_agreement":null},{"id":"W4402074725","doi":"10.22437/jurnalsilvatropika.v7i1.23759","title":"Efek Perlakuan Panas Terhadap Perubahan Warna Bambu Sembilang (Dendrocalamus giganteus)","year":2023,"lang":"en","type":"article","venue":"Jurnal Silva Tropika","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":"Horticulture; Animal science; Biology","score_opus":0.010262904685275817,"score_gpt":0.19886166314270798,"score_spread":0.18859875845743215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402074725","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":[0.99146086,0.00045119107,0.00034181765,0.000566015,0.0016100938,0.00013584319,0.000016725346,0.0015935352,0.003823903],"genre_scores_gemma":[0.9978425,0.00049012026,0.00014140955,0.00006343587,0.00049032114,0.000034687422,0.000009759879,0.00004901424,0.000878762],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9985571,0.000031806358,0.00036546277,0.00024876694,0.00028173422,0.00051513064],"domain_scores_gemma":[0.99950093,0.000044001503,0.000041475276,0.00022608314,0.000043212913,0.00014430628],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000101952806,0.0002559371,0.00033170028,0.00013642097,0.00020901761,0.00009068906,0.00021929525,0.000114148555,0.00023158117],"category_scores_gemma":[0.00003257012,0.00021989582,0.0001527487,0.00035212273,0.00008131172,0.00012966851,0.000099873294,0.00024261155,0.00052802224],"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":[0.00017426134,0.00018547478,0.020215131,0.0011789808,0.0012176062,0.0013366416,0.0025508064,0.039350394,0.7228375,0.010884366,0.06198644,0.1380824],"study_design_scores_gemma":[0.0052168653,0.0009873513,0.43298256,0.00078438246,0.0005019836,0.0016098999,0.0078017022,0.03440716,0.08888172,0.009092419,0.41295296,0.004780995],"about_ca_topic_score_codex":0.000026358899,"about_ca_topic_score_gemma":0.000038187336,"teacher_disagreement_score":0.6339558,"about_ca_system_score_codex":0.00006086287,"about_ca_system_score_gemma":0.000014562505,"threshold_uncertainty_score":0.89670914},"labels":[],"label_agreement":null},{"id":"W4402079704","doi":"10.58411/p1m2j016","title":"ANALISIS PENGARUH INDIKATOR KOMPOSIT IPM TERHADAP ILAI IPM KOTA MALANG","year":2022,"lang":"id","type":"article","venue":"PANGRIPTA","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":"Mathematics","score_opus":0.009272799916716607,"score_gpt":0.18884615785892805,"score_spread":0.17957335794221144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402079704","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":[0.95507145,0.0062311282,0.00025533105,0.003300456,0.010742143,0.0007563365,0.00057984237,0.001019759,0.022043532],"genre_scores_gemma":[0.99409384,0.00033656257,0.00030187782,0.00033668417,0.00051740604,0.00021030776,0.000063320134,0.00007704017,0.0040629515],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975079,0.00017353852,0.00058748416,0.00052555365,0.00050586887,0.00069962174],"domain_scores_gemma":[0.9990439,0.00006914222,0.000134744,0.0005169682,0.000055608998,0.00017967472],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00028968955,0.00042716382,0.0005665688,0.00017231132,0.0007572933,0.00015384796,0.0005120466,0.0001374097,0.008515588],"category_scores_gemma":[0.000050141538,0.00045457808,0.00023658501,0.00046560063,0.00010514129,0.00012852479,0.0008583159,0.00061213673,0.0003604826],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005806344,0.0014365771,0.07744575,0.0037529091,0.0055811885,0.001070147,0.009944795,0.01738597,0.33095333,0.01836083,0.50338656,0.030101335],"study_design_scores_gemma":[0.0019374344,0.00053431233,0.08302415,0.00018544849,0.0007027898,0.00036839276,0.008703792,0.0023251062,0.011488775,0.0006492637,0.8876869,0.002393622],"about_ca_topic_score_codex":0.00023613503,"about_ca_topic_score_gemma":0.000019937177,"teacher_disagreement_score":0.38430038,"about_ca_system_score_codex":0.00023507666,"about_ca_system_score_gemma":0.000040595103,"threshold_uncertainty_score":0.9997906},"labels":[],"label_agreement":null},{"id":"W4402320431","doi":"10.58499/jatan.v40i2.1193","title":"STABILISASI LERENG DENGAN APLIKASI SOIL NAILING PADA AREA GALIAN DALAM DAN KEMIRINGAN CURAM","year":2023,"lang":"id","type":"article","venue":"Jurnal jalan jembatan","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":"Soil nailing; Forestry; Environmental science; Geology; Geography; Geotechnical engineering","score_opus":0.021262666982492448,"score_gpt":0.2273675784854491,"score_spread":0.20610491150295668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402320431","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":[0.9894334,0.0005433024,0.00016325177,0.00056316424,0.004275456,0.0003899887,0.00013394663,0.0017102399,0.0027872315],"genre_scores_gemma":[0.9948576,0.0009314087,0.00019029978,0.000037498718,0.0011994642,0.00005865072,0.00010503313,0.00017714483,0.002442919],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9955391,0.0001761642,0.0012498555,0.00085368473,0.00073245156,0.0014487337],"domain_scores_gemma":[0.9979597,0.00024679792,0.0002696512,0.00082853285,0.00017573852,0.0005196139],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006698765,0.00085334416,0.0009889237,0.0002779526,0.0009468013,0.00061563466,0.0006997945,0.00040564185,0.00022139569],"category_scores_gemma":[0.00028753706,0.00076558517,0.0003765119,0.000994815,0.00034201695,0.00036173413,0.00049322273,0.001158351,0.0006217925],"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":[0.00040237646,0.0006020322,0.113216475,0.006742581,0.0030342583,0.0017942184,0.01188181,0.04463538,0.6695889,0.004821751,0.013675906,0.12960428],"study_design_scores_gemma":[0.007895626,0.0013444291,0.282488,0.0055188998,0.0015819086,0.0016827397,0.040024497,0.0430663,0.2446743,0.005924122,0.35517022,0.010628976],"about_ca_topic_score_codex":0.000103083315,"about_ca_topic_score_gemma":0.0002859882,"teacher_disagreement_score":0.42491463,"about_ca_system_score_codex":0.00027558298,"about_ca_system_score_gemma":0.00012293272,"threshold_uncertainty_score":0.99947953},"labels":[],"label_agreement":null},{"id":"W4402346891","doi":"10.1088/2631-8695/ad78a5","title":"Soil characterization, CBR modeling, and spatial variability analysis for road subgrade: a case study of Danchuwa – Jajere Road, Yobe State, Nigeria","year":2024,"lang":"en","type":"article","venue":"Engineering Research Express","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Natural Resources","keywords":"Subgrade; Environmental science; Road construction; Civil engineering; State (computer science); Geotechnical engineering; Engineering; Computer science","score_opus":0.025113300689119804,"score_gpt":0.2828219492462762,"score_spread":0.25770864855715636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402346891","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":[0.7723477,0.00019667552,0.22628494,0.000010846347,0.00024953776,0.0004958584,0.00013867283,0.00026988937,0.000005887183],"genre_scores_gemma":[0.9989422,0.000078098245,0.00032854383,4.5312098e-7,0.00012275224,0.0004158418,0.000026647955,0.000041938525,0.000043524677],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983651,0.000075562864,0.00046016896,0.00039719502,0.00031044838,0.00039150545],"domain_scores_gemma":[0.99916536,0.00015096604,0.000019581988,0.00033373167,0.00022045501,0.00010991403],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080310495,0.00021069952,0.0004132465,0.00040977765,0.00011898598,0.00019364504,0.00014102156,0.00008411943,0.000019128609],"category_scores_gemma":[0.00018089049,0.00020087122,0.00008224626,0.0006833545,0.000047881196,0.00017649253,0.00013264292,0.0002506012,9.2432873e-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":[0.000041168583,0.0001287768,0.001721005,0.0015524728,0.0011619409,0.00010509151,0.0034658376,0.853465,0.1288155,0.000036757796,0.000016871863,0.009489588],"study_design_scores_gemma":[0.0003004524,0.00010574978,0.0017415265,0.0000526124,0.00007724688,0.000027838247,0.0006895497,0.99314034,0.0034330774,0.00009273308,0.0001116137,0.00022725119],"about_ca_topic_score_codex":0.0010459921,"about_ca_topic_score_gemma":0.0001410902,"teacher_disagreement_score":0.22659451,"about_ca_system_score_codex":0.00004912424,"about_ca_system_score_gemma":0.000021140173,"threshold_uncertainty_score":0.81912905},"labels":[],"label_agreement":null},{"id":"W4402501688","doi":"10.11159/icceia24.146","title":"Development of RISHA Precast Concrete System for School Buildings Function in Indonesia’s Severe Earthquake Regions","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on New Technologies","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Precast concrete; Function (biology); Architectural engineering; Civil engineering; Engineering","score_opus":0.013726694448080784,"score_gpt":0.21136124892810235,"score_spread":0.19763455448002157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402501688","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":[0.99350697,0.0007395588,0.00013051977,0.00085588446,0.0011375551,0.00067873107,0.000013017778,0.0019389933,0.0009987935],"genre_scores_gemma":[0.99628913,0.00004283141,0.0029978992,0.000003616172,0.000025099345,0.00018581253,4.8573196e-7,0.000021508735,0.00043359827],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99898297,0.0000019538816,0.00043947142,0.00022015929,0.0001519947,0.00020345899],"domain_scores_gemma":[0.99962354,0.000051099625,0.00011200769,0.0001148379,0.000078238714,0.000020270536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001435306,0.00018298105,0.00030786498,0.00034658398,0.000068299574,0.000049189504,0.0003409273,0.00012293605,0.0000027952103],"category_scores_gemma":[0.00008823263,0.00013529725,0.00007826029,0.00060288596,0.00012253382,0.00012608133,0.00015452532,0.00021050578,0.000003042665],"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":[0.0008053241,0.000033640186,0.0052765594,0.013112296,0.0009598283,0.0000025317793,0.0006534615,0.0012747657,0.4102781,0.25894436,0.03402879,0.2746303],"study_design_scores_gemma":[0.0007579986,0.00009858885,0.0024632495,0.0059739114,0.00008994141,0.000021210619,0.0036878034,0.00075499364,0.9387927,0.004390784,0.042521056,0.00044778248],"about_ca_topic_score_codex":0.0000034491252,"about_ca_topic_score_gemma":0.00001946679,"teacher_disagreement_score":0.52851456,"about_ca_system_score_codex":0.00008817477,"about_ca_system_score_gemma":0.000034507593,"threshold_uncertainty_score":0.55172616},"labels":[],"label_agreement":null},{"id":"W4402627760","doi":"10.33087/talentasipil.v7i2.558","title":"Kajian Kinerja Pelaksanaan Pengurusan Persetujuan Bangunan Gedung (PBG) pada Dinas PUPR Kabupaten Padang Pariaman","year":2024,"lang":"en","type":"article","venue":"Jurnal Talenta Sipil","topic":"Geotechnical and construction materials studies","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":"Encana (Canada)","funders":"","keywords":"Structural engineering; Engineering","score_opus":0.008042757527807436,"score_gpt":0.2018754622921212,"score_spread":0.19383270476431375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402627760","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":[0.9728405,0.003313471,0.00023848805,0.0007302127,0.0046249665,0.00024718713,0.00012466456,0.001435585,0.016444923],"genre_scores_gemma":[0.99703443,0.0005362927,0.00020881338,0.000034424243,0.0010240817,0.000033145017,0.000037999973,0.00008559058,0.0010052349],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9980622,0.000049701655,0.00050261215,0.00042526572,0.00036851183,0.0005917251],"domain_scores_gemma":[0.99932104,0.000050396276,0.00004647625,0.00031803746,0.00004129065,0.0002227853],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00018660695,0.00040911435,0.00040235044,0.00018175929,0.00025888262,0.00032288334,0.0003002151,0.0001514265,0.0011908492],"category_scores_gemma":[0.000021999727,0.00035787738,0.00024292873,0.00033062842,0.00013618558,0.00032033754,0.0001468021,0.00046484452,0.0003516132],"study_design_candidate":"not_applicable","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":[0.0002390487,0.0004593069,0.033332027,0.0045489124,0.003501991,0.0029476876,0.0058658654,0.007756713,0.53930557,0.025782231,0.112991765,0.2632689],"study_design_scores_gemma":[0.0026526419,0.0007028399,0.14939156,0.0022053001,0.0010907954,0.0019444223,0.009159166,0.026757544,0.03881138,0.005017227,0.7572437,0.0050234245],"about_ca_topic_score_codex":0.00015079044,"about_ca_topic_score_gemma":0.00012369936,"teacher_disagreement_score":0.64425194,"about_ca_system_score_codex":0.00013979909,"about_ca_system_score_gemma":0.000030470444,"threshold_uncertainty_score":0.99988735},"labels":[],"label_agreement":null},{"id":"W4403238427","doi":"10.29313/bcsurp.v4i3.13847","title":"Resistensi Pedagang Kaki Lima di Jl. Ahmad Yani dan Jl. Cikuray pada Kebijakan Relokasi ke Gedung PKL Intan Medina Kabupaten Garut","year":2024,"lang":"en","type":"article","venue":"Bandung Conference Series Urban & Regional Planning","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":"Animal science; Biology","score_opus":0.029918811294554107,"score_gpt":0.23186921606348396,"score_spread":0.20195040476892984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403238427","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":[0.94710416,0.013586677,0.0017932781,0.0038363093,0.00506108,0.00067561644,0.00011798507,0.0043140994,0.023510829],"genre_scores_gemma":[0.9953588,0.0006181923,0.00059970905,0.0000892973,0.0008021988,0.00008358483,0.00012723211,0.00010083176,0.0022201156],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99715155,0.000080345184,0.0007178197,0.00071395445,0.0005497687,0.0007865539],"domain_scores_gemma":[0.99882865,0.00019500646,0.000103965576,0.00041655835,0.00021258985,0.0002432206],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026010888,0.0006272408,0.00067148934,0.00023701985,0.0004541981,0.0005107989,0.00042296713,0.0002982646,0.00015468495],"category_scores_gemma":[0.00009897176,0.0005737332,0.0001949098,0.00039445955,0.00038834327,0.000619256,0.00020670233,0.00066769624,0.00006238541],"study_design_candidate":"not_applicable","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":[0.0017875351,0.00024722118,0.05412291,0.0074708015,0.0047711423,0.005958897,0.026989136,0.007669998,0.33480027,0.30391937,0.20893629,0.04332645],"study_design_scores_gemma":[0.0024373664,0.0012005423,0.14438136,0.012305817,0.0011989437,0.0038688574,0.026064672,0.019099755,0.029639378,0.012809224,0.73963976,0.0073543126],"about_ca_topic_score_codex":0.0000852945,"about_ca_topic_score_gemma":0.000064827414,"teacher_disagreement_score":0.5307035,"about_ca_system_score_codex":0.00012230474,"about_ca_system_score_gemma":0.00012075453,"threshold_uncertainty_score":0.9996714},"labels":[],"label_agreement":null},{"id":"W4403238476","doi":"10.29313/bcsurp.v4i3.13760","title":"Kajian Tingkat Ketahanan Bencana Gempa Bumi di Daerah Sesar Cugenang","year":2024,"lang":"en","type":"article","venue":"Bandung Conference Series Urban & Regional Planning","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":"Physics; Business","score_opus":0.02433672934440481,"score_gpt":0.22299785551889148,"score_spread":0.19866112617448667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403238476","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":[0.94337505,0.015855594,0.0071189287,0.0028015608,0.004756637,0.0005282557,0.00016258101,0.0043412684,0.021060145],"genre_scores_gemma":[0.9968606,0.00026929457,0.00040240388,0.00006364109,0.00049807294,0.000039754228,0.000070053706,0.000046275723,0.0017498976],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9984779,0.000026640415,0.000358573,0.00037941206,0.00027463576,0.00048289038],"domain_scores_gemma":[0.999467,0.00006519027,0.000039798313,0.00021641907,0.00007709988,0.00013446946],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000118241995,0.00034387084,0.00034346388,0.0001400396,0.00025748886,0.0003163522,0.00023257667,0.00014209947,0.00018240881],"category_scores_gemma":[0.000022724713,0.0003104118,0.0001074303,0.00025559473,0.00018360668,0.00044298073,0.00008609594,0.0003149447,0.00007721985],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003961595,0.00010732337,0.015003928,0.0046737967,0.0026042003,0.001839536,0.015595653,0.025090342,0.20049089,0.28554654,0.34162325,0.10702838],"study_design_scores_gemma":[0.0006513769,0.00028071582,0.017796922,0.003381354,0.00025975288,0.00084080925,0.0046285493,0.0200159,0.019998888,0.006902106,0.9226931,0.0025505363],"about_ca_topic_score_codex":0.000060682796,"about_ca_topic_score_gemma":0.000028010672,"teacher_disagreement_score":0.5810698,"about_ca_system_score_codex":0.00006300254,"about_ca_system_score_gemma":0.00006839359,"threshold_uncertainty_score":0.9999348},"labels":[],"label_agreement":null},{"id":"W4403238478","doi":"10.29313/bcsurp.v4i3.14011","title":"Identifikasi Potensi Eduwisata Perlebahan Gunung Guntur","year":2024,"lang":"en","type":"article","venue":"Bandung Conference Series Urban & Regional Planning","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":"Mathematics","score_opus":0.02471846156363715,"score_gpt":0.22641476655153314,"score_spread":0.20169630498789598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403238478","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":[0.8920898,0.033565138,0.0132757155,0.0065437495,0.012125089,0.00075223774,0.00017507325,0.0077917175,0.03368152],"genre_scores_gemma":[0.9957062,0.00031840205,0.00042808562,0.00008699109,0.0005791983,0.00003528359,0.00006113552,0.00004357807,0.0027411208],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.998563,0.00002490088,0.0003424827,0.0003963435,0.00026994335,0.00040336334],"domain_scores_gemma":[0.9994608,0.000058991347,0.0000297677,0.00024953735,0.00009599095,0.000104868486],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012526423,0.00030800162,0.00031153832,0.0001386322,0.00020899474,0.0004291334,0.0002254601,0.0001381368,0.00022488832],"category_scores_gemma":[0.000027009803,0.0002823599,0.00010595728,0.00021580185,0.00019310518,0.0005155874,0.000090721995,0.0002982336,0.00013288161],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022349083,0.000049366536,0.0034582163,0.0021207614,0.001189741,0.001092371,0.0062751085,0.0080509605,0.17926916,0.22831157,0.5401402,0.029819015],"study_design_scores_gemma":[0.00053203106,0.00016635543,0.01315638,0.0026419505,0.00021640299,0.001488729,0.0042969687,0.0117666805,0.012099881,0.0143414885,0.937287,0.002006148],"about_ca_topic_score_codex":0.000021740085,"about_ca_topic_score_gemma":0.000007563163,"teacher_disagreement_score":0.39714676,"about_ca_system_score_codex":0.000050972,"about_ca_system_score_gemma":0.000054726162,"threshold_uncertainty_score":0.99996287},"labels":[],"label_agreement":null},{"id":"W4403239068","doi":"10.29313/bcsurp.v4i3.14610","title":"Analisis Kesesuaian Pemanfaatan Ruang dengan Kegiatan Penambangan Pasir di Kecamatan Srumbung, Kabupaten Magelang","year":2024,"lang":"en","type":"article","venue":"Bandung Conference Series Urban & Regional Planning","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":"Physics","score_opus":0.026065963656581793,"score_gpt":0.23234258557772514,"score_spread":0.20627662192114335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403239068","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":[0.9681836,0.007681071,0.0034977414,0.0012012142,0.0021617818,0.00043557305,0.00027417988,0.0032571536,0.013307698],"genre_scores_gemma":[0.99750906,0.00032243755,0.0003421258,0.000047763235,0.0005444477,0.00006345269,0.00022858595,0.00008305689,0.00085905707],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9977303,0.000066169814,0.0005322081,0.0005734529,0.0004183287,0.0006795384],"domain_scores_gemma":[0.9991141,0.00010644632,0.00006817574,0.00038671572,0.000108068816,0.00021647906],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019845861,0.00052042445,0.0005183523,0.0002536459,0.00037991142,0.0006199351,0.0004104264,0.00021250079,0.00030850322],"category_scores_gemma":[0.00003328558,0.00048069766,0.00017378999,0.0004191918,0.0002647694,0.00074544235,0.00014474461,0.0004973228,0.00009965405],"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":[0.00080779503,0.00022240932,0.19398913,0.007534069,0.0045732055,0.005408545,0.023676885,0.012683978,0.1990285,0.26852193,0.24937338,0.034180176],"study_design_scores_gemma":[0.00252131,0.00095585454,0.5004047,0.010708762,0.0012312302,0.0040233005,0.040909804,0.041330155,0.029973706,0.010760294,0.34824666,0.008934206],"about_ca_topic_score_codex":0.00008444964,"about_ca_topic_score_gemma":0.000048440783,"teacher_disagreement_score":0.3064156,"about_ca_system_score_codex":0.0001084236,"about_ca_system_score_gemma":0.00006938691,"threshold_uncertainty_score":0.99976444},"labels":[],"label_agreement":null},{"id":"W4403239070","doi":"10.29313/bcsurp.v4i3.14604","title":"Pengujian Hipotesis Pengaruh Penggunaan Lahan terhadap Kualitas Udara","year":2024,"lang":"en","type":"article","venue":"Bandung Conference Series Urban & Regional Planning","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":"Universitas Islam Bandung","keywords":"Physics","score_opus":0.030167022362888086,"score_gpt":0.23621801461115005,"score_spread":0.20605099224826195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403239070","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":[0.8624695,0.028007917,0.011026967,0.007844681,0.0075030397,0.0010905245,0.00022770806,0.009680535,0.07214916],"genre_scores_gemma":[0.9963844,0.00021701447,0.0006845931,0.00008248298,0.00044917542,0.000060850685,0.000067651374,0.000052876458,0.002000964],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.998347,0.000050118062,0.0004004767,0.00041214807,0.0003086942,0.00048159898],"domain_scores_gemma":[0.99934846,0.00014733539,0.000036129386,0.00024171811,0.000082414845,0.000143911],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017750001,0.00037777898,0.0003811311,0.00014788097,0.00026592522,0.00037911098,0.00025779387,0.00016129926,0.00046705897],"category_scores_gemma":[0.000041795887,0.0003487575,0.0001274713,0.00022858294,0.00022440823,0.00048644052,0.000089012836,0.00037981526,0.00010855777],"study_design_candidate":"not_applicable","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":[0.00041756756,0.00011208131,0.0053010047,0.003907611,0.001988359,0.0014017911,0.018303828,0.009343669,0.1279028,0.47262457,0.31873497,0.03996173],"study_design_scores_gemma":[0.00077155186,0.00035046958,0.011838475,0.0026917711,0.00028010143,0.000983694,0.009530594,0.008376081,0.013376894,0.015251472,0.933881,0.002667929],"about_ca_topic_score_codex":0.000030353614,"about_ca_topic_score_gemma":0.000012080016,"teacher_disagreement_score":0.615146,"about_ca_system_score_codex":0.00006442956,"about_ca_system_score_gemma":0.0000628336,"threshold_uncertainty_score":0.99989647},"labels":[],"label_agreement":null},{"id":"W4403239215","doi":"10.29313/bcsurp.v4i3.14131","title":"Dampak Dinamisasi Nilai Lahan di Pusat Kota Bandung terhadap Perkembangan Kota di Masa yang Akan Datang","year":2024,"lang":"en","type":"article","venue":"Bandung Conference Series Urban & Regional Planning","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":"Geography","score_opus":0.027584521272103802,"score_gpt":0.231211682504689,"score_spread":0.20362716123258517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403239215","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":[0.958082,0.009876283,0.006857009,0.0023949365,0.0039017135,0.00071682566,0.00024304067,0.0039501823,0.013977986],"genre_scores_gemma":[0.99555963,0.00032829147,0.00036028776,0.00007106932,0.0006802083,0.000086055115,0.00028386447,0.0000904745,0.0025401027],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9974294,0.00006349324,0.0005758174,0.0006968274,0.00046103098,0.0007734535],"domain_scores_gemma":[0.99899274,0.00014386637,0.00007129958,0.0004676296,0.000100612946,0.00022382793],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002109256,0.00060556096,0.00058981235,0.00019507657,0.0004370549,0.0006935652,0.00048295953,0.00024293615,0.00020331264],"category_scores_gemma":[0.000046183257,0.0005536201,0.00016592821,0.00034017657,0.00029064665,0.0009089779,0.00025031314,0.0005625457,0.000057131267],"study_design_candidate":"not_applicable","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":[0.0009929312,0.00028198666,0.057072785,0.0071347314,0.0035384062,0.0025050943,0.026173927,0.020647233,0.37437937,0.2970274,0.17400615,0.03623999],"study_design_scores_gemma":[0.0017899179,0.0005724536,0.050864644,0.007977225,0.00055892376,0.0015979878,0.0148726255,0.036734637,0.021690616,0.0054347464,0.8527174,0.0051888167],"about_ca_topic_score_codex":0.000053213782,"about_ca_topic_score_gemma":0.000030521755,"teacher_disagreement_score":0.67871124,"about_ca_system_score_codex":0.000117971234,"about_ca_system_score_gemma":0.00008337148,"threshold_uncertainty_score":0.99969155},"labels":[],"label_agreement":null},{"id":"W4404557840","doi":"10.1139/cgj-2024-0091","title":"Effects of structure and pore-water chemistry on critical state behavior of bauxite residue","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bauxite; Slurry; Consolidation (business); Microstructure; Chemistry; Residue (chemistry); Mineralogy; Materials science; Composite material; Metallurgy; Organic chemistry","score_opus":0.0031147296872385266,"score_gpt":0.1906068374337905,"score_spread":0.18749210774655198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404557840","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":[0.9970594,0.0013659444,0.00037867425,0.0004033304,0.00043553367,0.000095720454,0.00011566653,0.00007790478,0.00006784794],"genre_scores_gemma":[0.999521,0.00013098166,0.00017680887,0.000023974511,0.00009062775,0.0000051981747,0.0000030298372,0.000020621976,0.000027735408],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990919,0.000017088789,0.00032175193,0.00013044527,0.00014447224,0.00029434063],"domain_scores_gemma":[0.999446,0.00007471048,0.000015472588,0.00010331946,0.000053602726,0.00030690827],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009249875,0.00014432479,0.0002481205,0.00011506695,0.00005687202,0.0000446277,0.00010825313,0.0001569296,0.00017554376],"category_scores_gemma":[0.00006770518,0.00010795991,0.00006720834,0.00008300343,0.0002190639,0.000051500843,0.000027022963,0.000465823,0.0000023536684],"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":[0.000027006663,0.000019079162,0.0000830004,0.0018510803,0.00012309385,0.0010511338,0.00009026214,0.0029438522,0.9761185,0.00095436495,0.00126209,0.01547652],"study_design_scores_gemma":[0.0002432414,0.00012423597,0.0026182218,0.0005671614,0.00012574848,0.001132576,0.000019217532,0.0007220544,0.98331964,0.0075274454,0.003316713,0.0002837145],"about_ca_topic_score_codex":0.0002908655,"about_ca_topic_score_gemma":0.00009640438,"teacher_disagreement_score":0.015192806,"about_ca_system_score_codex":0.00006233549,"about_ca_system_score_gemma":0.000059288865,"threshold_uncertainty_score":0.44024774},"labels":[],"label_agreement":null},{"id":"W4404904810","doi":"10.53893/pilar.v19i2.9485","title":"PERANCANGAN JEMBATAN I GIRDER DAN TRUSS SISTEM KOMPOSIT BENTANG 110 METER LAHAT SUMATERA SELATAN","year":2024,"lang":"en","type":"article","venue":"PILAR","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":"WiLAN (Canada)","funders":"","keywords":"Truss; Girder; Bridge (graph theory); Structural engineering; Engineering; Biology","score_opus":0.005109277777531744,"score_gpt":0.18336238427999266,"score_spread":0.1782531065024609,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404904810","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":[0.9901135,0.0031270129,0.00029102364,0.00030779315,0.0017218001,0.00014192102,0.00004804748,0.0013048305,0.0029440995],"genre_scores_gemma":[0.9988232,0.00015389058,0.00039716857,0.000042554268,0.00020790003,0.000034071243,0.000017072987,0.000046125304,0.00027800153],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991058,0.00002099822,0.00023089563,0.0002331805,0.00014199679,0.00026711],"domain_scores_gemma":[0.99968797,0.000018781166,0.000011034956,0.0001964685,0.000019028774,0.00006673657],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007723645,0.00019994768,0.00022137049,0.00006593605,0.00010235626,0.00018379824,0.00012100014,0.00007509905,0.00023267062],"category_scores_gemma":[0.0000036065637,0.00017086504,0.00009197019,0.00013842863,0.00004115124,0.00016059879,0.000058034475,0.00014237272,0.00019541361],"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":[0.000055023913,0.00009218126,0.0053525087,0.0043125553,0.0014072018,0.0004168106,0.0029939879,0.0031328376,0.91152877,0.018913407,0.008986318,0.042808376],"study_design_scores_gemma":[0.0013506338,0.00022510029,0.017900871,0.0015324249,0.000660975,0.0006021861,0.0017340665,0.017622441,0.32316288,0.0027899481,0.6296531,0.0027653743],"about_ca_topic_score_codex":0.000013039641,"about_ca_topic_score_gemma":0.000017054112,"teacher_disagreement_score":0.6206668,"about_ca_system_score_codex":0.000053487023,"about_ca_system_score_gemma":0.000005337961,"threshold_uncertainty_score":0.6967674},"labels":[],"label_agreement":null},{"id":"W4404916956","doi":"10.25071/2563-2418.111","title":"BAB IA. DAERAH DAN RAKYAT. Kabupaten Poso","year":2024,"lang":"id","type":"article","venue":"LOBO Annals of Sulawesi Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Business","score_opus":0.1658671476413392,"score_gpt":0.41364327187427824,"score_spread":0.24777612423293904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404916956","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":[0.845992,0.07195883,0.00030061003,0.018632498,0.0039762966,0.0011847403,0.00037344135,0.0010215569,0.056559972],"genre_scores_gemma":[0.9818167,0.00993996,0.00015172112,0.0000337108,0.00063313707,0.000054315835,0.000022139779,0.000095490046,0.00725281],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9956457,0.00035345083,0.0008300914,0.00066556176,0.0012178228,0.0012873972],"domain_scores_gemma":[0.9977932,0.0004207191,0.000046632584,0.0006696681,0.00076802255,0.00030173978],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0021146014,0.00039556276,0.0006816734,0.00057264225,0.00029102105,0.00040745505,0.0006470717,0.00036086258,0.0011488064],"category_scores_gemma":[0.00028585576,0.0003643825,0.0003086305,0.0013082869,0.00075997825,0.0002811996,0.0006138346,0.0010328058,0.0013807638],"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":[0.00068110373,0.00061358354,0.0010767742,0.019241918,0.0032301524,0.0012312818,0.0026428828,0.0027303342,0.56511074,0.11243398,0.14087412,0.1501331],"study_design_scores_gemma":[0.0010233867,0.0014318211,0.0202626,0.0049218843,0.00016735814,0.00016395735,0.0022595816,0.0077986624,0.56275433,0.023499146,0.37379083,0.0019264494],"about_ca_topic_score_codex":0.00040373777,"about_ca_topic_score_gemma":0.000022348568,"teacher_disagreement_score":0.23291673,"about_ca_system_score_codex":0.000059758615,"about_ca_system_score_gemma":0.00016520834,"threshold_uncertainty_score":0.9998808},"labels":[],"label_agreement":null},{"id":"W4404916974","doi":"10.25071/2563-2418.119","title":"BAB IV: KONSTRUKSI RUMAH","year":2024,"lang":"id","type":"article","venue":"LOBO Annals of Sulawesi Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Virology; Medicine","score_opus":0.1862958981372664,"score_gpt":0.4024648048396169,"score_spread":0.21616890670235048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404916974","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":[0.6951548,0.1239931,0.0005208016,0.022658203,0.0063170567,0.0014083274,0.0005401634,0.0013436204,0.14806397],"genre_scores_gemma":[0.9786486,0.0126567185,0.0001770846,0.000030722473,0.0006120801,0.00004687866,0.000010146357,0.000077732715,0.007740039],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99602735,0.00028102912,0.0007678943,0.00057479256,0.001143985,0.0012049243],"domain_scores_gemma":[0.997978,0.0004700301,0.000038462338,0.0005780138,0.00067188154,0.0002636183],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00196434,0.00034598119,0.00060482667,0.0005882224,0.00025706485,0.00034628686,0.00054418616,0.00033541367,0.0020567805],"category_scores_gemma":[0.00028919792,0.00032317723,0.00030036713,0.0013336707,0.00094983145,0.00024214688,0.00051010144,0.000973873,0.0023814852],"study_design_candidate":"not_applicable","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":[0.00051446987,0.0005274807,0.0007235873,0.022410816,0.002879049,0.00092372304,0.0018629555,0.001831717,0.22049817,0.2412505,0.23828416,0.26829335],"study_design_scores_gemma":[0.00074434804,0.0010965726,0.006920439,0.0051684943,0.00012005173,0.00016738239,0.0018653237,0.006366106,0.28855985,0.041209117,0.6462211,0.0015611874],"about_ca_topic_score_codex":0.00025043648,"about_ca_topic_score_gemma":0.000017081778,"teacher_disagreement_score":0.40793696,"about_ca_system_score_codex":0.00005107497,"about_ca_system_score_gemma":0.00017297069,"threshold_uncertainty_score":0.99992204},"labels":[],"label_agreement":null},{"id":"W4404917005","doi":"10.25071/2563-2418.112","title":"Bab II Batu dan Tembaga, Guci Pemakaman Tanah, Patung Kayu","year":2024,"lang":"id","type":"article","venue":"LOBO Annals of Sulawesi Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Art; Environmental science","score_opus":0.14878735177204988,"score_gpt":0.3875169079301215,"score_spread":0.23872955615807162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404917005","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":[0.84937483,0.073441386,0.0002615873,0.01399018,0.0038022753,0.0013121861,0.00035746078,0.0009906223,0.056469478],"genre_scores_gemma":[0.97766596,0.009719975,0.00014915837,0.00004258847,0.0007717064,0.00007339052,0.000022846867,0.00011261961,0.011441753],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9946528,0.00038236473,0.0010576339,0.0008309261,0.0015173795,0.0015588878],"domain_scores_gemma":[0.9974324,0.00042985415,0.000069799346,0.0008418968,0.0008508983,0.00037514398],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0025964407,0.00049511547,0.0008553728,0.0007208237,0.00062375044,0.00037744967,0.0006794274,0.00044907315,0.0013214388],"category_scores_gemma":[0.00042186928,0.00046486538,0.00039685942,0.0015609994,0.0008347426,0.00032504293,0.0010593659,0.0013109845,0.00080706016],"study_design_candidate":"not_applicable","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":[0.0005654777,0.000865264,0.0009832713,0.025225427,0.0033581546,0.001580603,0.0036109702,0.00322023,0.43956783,0.11307822,0.2934562,0.11448833],"study_design_scores_gemma":[0.0011492074,0.0023112916,0.012677569,0.0068269204,0.0002266868,0.00021817052,0.0034535618,0.010030319,0.31971312,0.020548264,0.6203639,0.0024809884],"about_ca_topic_score_codex":0.0002991573,"about_ca_topic_score_gemma":0.00004779803,"teacher_disagreement_score":0.3269077,"about_ca_system_score_codex":0.00008831779,"about_ca_system_score_gemma":0.00018666354,"threshold_uncertainty_score":0.9999709},"labels":[],"label_agreement":null},{"id":"W4405134284","doi":"10.31314/jsig.v7i2.2978","title":"ANALISIS SPASIAL ZONA POTENSI RAWAN LONGSOR DISEKITAR RUAS JALAN RAYA MATARAM-TANJUNG","year":2024,"lang":"id","type":"article","venue":"JURNAL SAINS INFORMASI GEOGRAFIS","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":"Statistical analysis; Mathematics; Statistics","score_opus":0.005624033502645631,"score_gpt":0.2060458384806855,"score_spread":0.20042180497803988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405134284","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":[0.89847153,0.015688138,0.0032603552,0.0042502135,0.018634126,0.0013851873,0.00080886215,0.0035768722,0.053924736],"genre_scores_gemma":[0.99153125,0.0030722627,0.00058151444,0.0003090912,0.0021296958,0.00005098611,0.00016617106,0.00013545858,0.0020235546],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99549395,0.0000669478,0.0015602836,0.0005960533,0.0008819684,0.0014008051],"domain_scores_gemma":[0.9983737,0.00011421193,0.00018507658,0.00060150423,0.00020578048,0.0005197282],"candidate_categories":["metaepi_narrow","scholarly_communication","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00047681414,0.00095608283,0.001002979,0.0005960598,0.0006295532,0.0011742518,0.00058791967,0.0005125619,0.0008544674],"category_scores_gemma":[0.00010306131,0.00085056014,0.0008081639,0.0010764777,0.00040107648,0.000965873,0.0004918945,0.0011345078,0.0013945642],"study_design_candidate":"not_applicable","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":[0.0015453559,0.00072586385,0.037757285,0.01345126,0.014063226,0.005356405,0.010579729,0.025116406,0.009944564,0.034642432,0.08532965,0.76148784],"study_design_scores_gemma":[0.0016144272,0.00050520484,0.0883186,0.0013583719,0.0011738855,0.0013716994,0.0025560306,0.014452988,0.0018565815,0.0006311106,0.88352466,0.0026364198],"about_ca_topic_score_codex":0.00023431536,"about_ca_topic_score_gemma":0.000090920774,"teacher_disagreement_score":0.798195,"about_ca_system_score_codex":0.0003484222,"about_ca_system_score_gemma":0.00011840992,"threshold_uncertainty_score":0.9998626},"labels":[],"label_agreement":null},{"id":"W4405678805","doi":"","title":"Contribution au calcul des effets de voisinage dans les agrégats polycristallins en combinant la théorie d’Eshelby à une approche de type automate cellulaire","year":2024,"lang":"en","type":"dissertation","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Cellular automaton; Statistical physics; Computer science; Automaton; Theoretical computer science; Crystallite; Materials science; Algorithm; Physics","score_opus":0.004278075004704496,"score_gpt":0.20253939832800613,"score_spread":0.19826132332330162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405678805","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":[0.92831457,0.0018480502,0.032071106,0.0007475797,0.0006388413,0.0003757699,0.000093200186,0.0012534868,0.034657408],"genre_scores_gemma":[0.9866965,0.001093462,0.0027332536,0.000006485515,0.00003441474,0.000082985265,0.0011089267,0.00008494709,0.008159041],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9971186,0.0012454436,0.00046933247,0.00041699337,0.00025355766,0.000496076],"domain_scores_gemma":[0.99795747,0.0004825576,0.00014885,0.0005645124,0.0006926058,0.0001540062],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0016967452,0.00040326398,0.00041378435,0.0001339847,0.00046351444,0.00026737683,0.00047351207,0.0004760948,0.000032984848],"category_scores_gemma":[0.00054984743,0.00040340808,0.00016876009,0.0004710279,0.00023215164,0.00009080818,0.00012993196,0.0005073256,0.000052623687],"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":[0.00012854196,0.0008112851,0.0014510173,0.0053540976,0.00083312264,0.00012624997,0.083146505,0.0014697543,0.6505174,0.18922047,0.0018720389,0.065069504],"study_design_scores_gemma":[0.0015303553,0.000005897783,0.027237635,0.0075408607,0.00068563124,0.00015046475,0.0060997056,0.037218597,0.853392,0.04222187,0.022063667,0.001853309],"about_ca_topic_score_codex":0.0020455422,"about_ca_topic_score_gemma":0.0047798418,"teacher_disagreement_score":0.2028746,"about_ca_system_score_codex":0.00044064323,"about_ca_system_score_gemma":0.00021885365,"threshold_uncertainty_score":0.99984175},"labels":[],"label_agreement":null},{"id":"W4405687793","doi":"10.33658/jl.v20i2.401","title":"Analisis Penentuan Jalur Evakuasi Bencana Tanah Longsor pada Kawasan Permukiman","year":2024,"lang":"en","type":"article","venue":"Jurnal Litbang Media Informasi Penelitian Pengembangan dan IPTEK","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":"Computer science; Geology","score_opus":0.009461400049948259,"score_gpt":0.20401405618766152,"score_spread":0.19455265613771328,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405687793","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":[0.9579239,0.005565216,0.00043061702,0.0010454796,0.0064890566,0.00056233373,0.00029166497,0.002339559,0.025352195],"genre_scores_gemma":[0.9962291,0.000968997,0.00041162013,0.00023823633,0.0013404561,0.00011391587,0.00021232791,0.00011980297,0.00036554833],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99656934,0.00006508175,0.001062429,0.0004914931,0.0007792727,0.0010323599],"domain_scores_gemma":[0.998446,0.00019274089,0.00009886153,0.00053350127,0.00015039413,0.0005785384],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00045229317,0.00066098885,0.0006540829,0.0005140762,0.00032708803,0.0006369396,0.0006071587,0.00024832803,0.00062432117],"category_scores_gemma":[0.00013712147,0.00059997366,0.0003804647,0.0006436359,0.0002540978,0.00112427,0.00018893137,0.0007515581,0.00029454427],"study_design_candidate":"not_applicable","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":[0.00034535638,0.00034994725,0.0077329287,0.009636425,0.0041540284,0.0042904387,0.02619444,0.008683987,0.031181118,0.08870019,0.15122493,0.6675062],"study_design_scores_gemma":[0.0017636069,0.00044514256,0.062536135,0.0015272567,0.0007118384,0.001728548,0.013554477,0.013545456,0.012325589,0.0015993987,0.8867267,0.0035358574],"about_ca_topic_score_codex":0.000087970344,"about_ca_topic_score_gemma":0.0003867149,"teacher_disagreement_score":0.73550177,"about_ca_system_score_codex":0.00026189323,"about_ca_system_score_gemma":0.00012767366,"threshold_uncertainty_score":0.9996452},"labels":[],"label_agreement":null},{"id":"W4406015427","doi":"10.18280/ijsse.140629","title":"Hazard and Risk Identification in Earthworks for Road Tunnel Construction: A Case Study of the First Road Tunnel in Kalimantan Island, Indonesia","year":2024,"lang":"en","type":"article","venue":"International Journal of Safety and Security Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Earthworks; Hazard; Identification (biology); Engineering; Poison control; Civil engineering; Forensic engineering; Road traffic; Transport engineering; Geotechnical engineering; Environmental health; Medicine","score_opus":0.005276316020048856,"score_gpt":0.2088272790770261,"score_spread":0.20355096305697726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406015427","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":[0.9959651,0.0007825042,0.0018207725,0.00017232678,0.0010607472,0.00014624908,0.00003125665,0.000015860132,0.0000051716015],"genre_scores_gemma":[0.9988212,0.0009829823,0.00007707858,0.0000021397852,0.00009956842,0.000007675931,6.863498e-7,0.000007791612,8.9569517e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99917454,0.000015219872,0.00050943316,0.00009125741,0.00012916533,0.00008038341],"domain_scores_gemma":[0.9997211,0.000065479326,0.00007368817,0.000049799088,0.00006808403,0.000021859452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028910642,0.00009513185,0.00018128939,0.00018562867,0.00003608576,0.000052747582,0.00008401085,0.000051530456,0.0000029849448],"category_scores_gemma":[0.00003405658,0.00007825616,0.00004423117,0.00012277353,0.00003289544,0.00016416627,0.00003987252,0.00022321842,1.1319212e-7],"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":[0.00074263825,0.0003545094,0.14067401,0.0013287158,0.0017083428,0.0012594918,0.030045934,0.72534883,0.0060929703,0.003314071,0.000043811524,0.0890867],"study_design_scores_gemma":[0.00364997,0.00015584141,0.63097507,0.0011890355,0.00013589219,0.008300602,0.008799721,0.3440801,0.00050681457,0.0012713466,0.00056539197,0.00037025998],"about_ca_topic_score_codex":0.000115279414,"about_ca_topic_score_gemma":0.0012176837,"teacher_disagreement_score":0.49030104,"about_ca_system_score_codex":0.000040399034,"about_ca_system_score_gemma":0.000008384928,"threshold_uncertainty_score":0.31911936},"labels":[],"label_agreement":null},{"id":"W4406030599","doi":"10.2139/ssrn.5081633","title":"Treatment and Activation Effects on Kaolinite-Based Earth Concrete","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Kaolinite; Earth (classical element); Materials science; Geology; Geotechnical engineering; Geochemistry; Physics","score_opus":0.005746725353467708,"score_gpt":0.21007189173742563,"score_spread":0.20432516638395792,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406030599","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":[0.986359,0.002213552,0.007967454,0.0006594322,0.0010673511,0.00038111064,0.000016417798,0.00027541225,0.0010602975],"genre_scores_gemma":[0.9925937,0.006576329,0.00012682859,0.000047851558,0.00027520498,0.000046487425,0.000010031664,0.000016290158,0.00030725755],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99874383,0.000055172583,0.00020779725,0.00017961797,0.0000942166,0.0007193546],"domain_scores_gemma":[0.99961543,0.00010617908,0.00006835869,0.00013234043,0.00003492383,0.000042786927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015850009,0.00025679864,0.00030957986,0.00012837286,0.00011477777,0.000059704802,0.00007912093,0.00017299346,0.0000056343815],"category_scores_gemma":[0.00002498416,0.00021168629,0.00009586817,0.000050468578,0.000026407744,0.000024677158,0.000039061713,0.0011727111,0.0000057669376],"study_design_candidate":"design_other","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":[0.00068551896,0.00005583244,0.00069370365,0.0014534622,0.004069719,0.000017071305,0.00021671715,0.10000552,0.024543025,0.058607157,0.00015771159,0.80949455],"study_design_scores_gemma":[0.015820235,0.0075859805,0.003960164,0.0039838515,0.0017518372,0.00041184222,0.000720076,0.032355387,0.4657644,0.4397513,0.02380695,0.004087981],"about_ca_topic_score_codex":0.000021190164,"about_ca_topic_score_gemma":0.000022421542,"teacher_disagreement_score":0.8054066,"about_ca_system_score_codex":0.00049500674,"about_ca_system_score_gemma":0.00043197072,"threshold_uncertainty_score":0.86323166},"labels":[],"label_agreement":null},{"id":"W4406364801","doi":"10.1139/cgj-2024-0371","title":"Experimental investigation of marine soil stabilization with recycled aggregates and MgO: implications for CO<sub>2</sub> sequestration","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"State Key Laboratory of Geomechanics and Geotechnical Engineering; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Environmental science; Carbon sequestration; Soil science; Waste management; Geology; Chemistry; Engineering; Carbon dioxide","score_opus":0.009483926728382388,"score_gpt":0.21339473310354928,"score_spread":0.2039108063751669,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406364801","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":[0.96562856,0.00027084618,0.03223906,0.0012534044,0.00010088456,0.00024541665,0.000041253064,0.0000863282,0.00013422793],"genre_scores_gemma":[0.9988849,0.00016245934,0.00074065145,0.00006845652,0.00003716527,0.00006117712,0.00002819663,0.000011539416,0.0000054360794],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993405,0.000019731377,0.00029711705,0.000115807874,0.000057426903,0.0001694521],"domain_scores_gemma":[0.9995135,0.000039611074,0.0000652145,0.000095821626,0.00012956244,0.00015631325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011887042,0.000109306624,0.00015831592,0.00016344246,0.00017931417,0.000050352963,0.000066725755,0.000101037105,0.000007463138],"category_scores_gemma":[0.000038608283,0.00010176139,0.000029598812,0.00017498338,0.00014782685,0.00011291357,0.000012774745,0.00010648254,3.2326e-7],"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":[0.00003978325,0.000012629764,0.0032162478,0.000099092,0.00008260659,0.0000013708443,0.000042878608,0.007692011,0.9548632,0.009372375,0.0008641843,0.02371362],"study_design_scores_gemma":[0.0010325598,0.00024292122,0.043454688,0.0002204279,0.00008877281,0.0001430794,0.00016899704,0.010656815,0.9117411,0.030817945,0.0010822173,0.0003504824],"about_ca_topic_score_codex":0.0003297032,"about_ca_topic_score_gemma":0.0016082601,"teacher_disagreement_score":0.043122105,"about_ca_system_score_codex":0.00014099092,"about_ca_system_score_gemma":0.00016265054,"threshold_uncertainty_score":0.4149709},"labels":[],"label_agreement":null},{"id":"W4406425074","doi":"10.1016/0967-0653(93)94274-3","title":"10.1016/0967-0653(93)94274-3","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Authigenic; Nontronite; Trough (economics); Geology; Hydrothermal circulation; Silicic; Geochemistry; Paleontology; Volcano; Clay minerals; Sedimentary rock","score_opus":0.0035460901371998643,"score_gpt":0.13636745184232454,"score_spread":0.13282136170512468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406425074","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0017359524,0.00007631657,0.000004066348,0.00008982216,0.0000061708274,0.00007788459,0.000012523267,0.00060766254,0.9973896],"genre_scores_gemma":[0.0011642837,0.0000010558532,0.00013282044,0.000010080895,0.000116649724,0.000022002352,0.0000036856572,0.000017208326,0.99853224],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99948645,0.000008094524,0.00013399358,0.000108483466,0.00007771741,0.00018526279],"domain_scores_gemma":[0.9997606,0.000011161844,0.000006143126,0.00014056548,0.000015273909,0.000066234075],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000037688238,0.000108431006,0.00013619335,0.000029778064,0.000050044906,0.0000245271,0.00009646777,0.00004561803,0.9954071],"category_scores_gemma":[0.0000070359943,0.00010190713,0.000035563044,0.00010028194,0.000023221473,0.00004276989,0.000023628552,0.00005758063,0.99444336],"study_design_candidate":"not_applicable","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":[0.000014323909,0.000008963529,3.0329357e-8,0.0000144813785,0.000025351204,0.0000021983653,0.0000075443168,0.0039947913,0.00054624485,0.000002879022,0.14072151,0.8546617],"study_design_scores_gemma":[0.00008022583,0.000025363479,0.000015203941,0.00000885392,0.0000083799605,0.0000074800428,8.3833004e-7,0.0002766426,0.0006326748,0.000025444971,0.99878335,0.00013551992],"about_ca_topic_score_codex":0.000005818004,"about_ca_topic_score_gemma":1.01514495e-7,"teacher_disagreement_score":0.85806185,"about_ca_system_score_codex":0.000015317244,"about_ca_system_score_gemma":0.000002755966,"threshold_uncertainty_score":0.41556522},"labels":[],"label_agreement":null},{"id":"W4406483407","doi":"10.1016/0967-0653(96)82036-9","title":"10.1016/0967-0653(96)82036-9","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geology; Aeolian processes; Oblique case; Rift; Paleontology; Geomorphology; Physical geography; Geography; Tectonics","score_opus":0.004057881067943478,"score_gpt":0.14162070222755582,"score_spread":0.13756282115961235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406483407","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0018072411,0.00007640464,0.00000328831,0.00013162798,0.0000062799595,0.0000773234,0.000012195189,0.0006071275,0.9972785],"genre_scores_gemma":[0.00095075386,0.0000010824975,0.00017211524,0.000010229627,0.00011680002,0.000021871956,0.0000037863367,0.00001723097,0.9987061],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99948776,0.000008154117,0.00013369274,0.00010827542,0.000077437166,0.00018469841],"domain_scores_gemma":[0.99970573,0.000010816339,0.0000061255896,0.00019585673,0.00001536887,0.00006611641],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000037899696,0.00010822797,0.00013582499,0.00002966348,0.000049858983,0.000024280105,0.00013598434,0.000045544635,0.9953679],"category_scores_gemma":[0.00001065736,0.00010175179,0.000035508838,0.00010108109,0.000023931552,0.000043044653,0.000036133177,0.0000574736,0.9943132],"study_design_candidate":"not_applicable","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":[0.000014600413,0.000009156894,3.8881694e-8,0.000014755467,0.00002531723,0.0000023337718,0.000007772752,0.0040210234,0.0005087087,0.0000027274973,0.20406175,0.7913318],"study_design_scores_gemma":[0.00007999813,0.000025845378,0.000013364526,0.000008884408,0.000008297799,0.000007644105,8.1565923e-7,0.0002729369,0.0006920765,0.0000376792,0.9987171,0.00013531116],"about_ca_topic_score_codex":0.0000057831617,"about_ca_topic_score_gemma":8.693635e-8,"teacher_disagreement_score":0.7946554,"about_ca_system_score_codex":0.000015144881,"about_ca_system_score_gemma":0.0000026540345,"threshold_uncertainty_score":0.41493177},"labels":[],"label_agreement":null},{"id":"W4406705803","doi":"10.37253/jcep.v4i1.7640","title":"Analysis of the Volume of Excavation and Stockpiling in the Bicycle Path Development Works jl. RE. Martadinata Batam Using the Elevation Difference Method with Contractor Calculations","year":2023,"lang":"en","type":"article","venue":"Journal of Civil Engineering and Planning","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":"Elevation (ballistics); Excavation; Volume (thermodynamics); Path (computing); Geology; Computer science; Geotechnical engineering; Engineering; Structural engineering; Computer network; Physics","score_opus":0.018789013138844075,"score_gpt":0.23652524812212608,"score_spread":0.217736234983282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406705803","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":[0.9089253,0.00023861536,0.0906593,0.000057915593,0.0000586074,0.000045279718,0.0000025050163,0.000008473691,0.0000040299333],"genre_scores_gemma":[0.998334,0.00002955464,0.0016057743,0.0000035812202,0.000018258816,0.0000020521327,0.0000010756967,0.00000416886,0.0000015716693],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9994467,0.000026776028,0.00027893292,0.000043457298,0.00013002357,0.00007409865],"domain_scores_gemma":[0.99955195,0.00020896218,0.00011839975,0.000060944996,0.000048455808,0.000011263704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005097117,0.00006419567,0.00017060705,0.00014964762,0.00006028906,0.000021137144,0.00006289937,0.000027919232,0.00000171726],"category_scores_gemma":[0.00007753548,0.000033769964,0.00002411811,0.00052443094,0.000016779144,0.00005942132,0.000016408234,0.00012752296,1.2945221e-8],"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":[0.000005657258,0.000002386839,0.024644643,0.000039096612,0.00012518161,8.241189e-7,0.0014764586,0.9649494,0.0076604816,0.000023412877,0.000003178577,0.0010692397],"study_design_scores_gemma":[0.00008317765,0.0000074592654,0.5068317,0.00023584218,0.000097810385,0.0000069500284,0.00071007054,0.49164036,0.00030980783,0.00001303792,0.000025652984,0.000038112918],"about_ca_topic_score_codex":0.000011214906,"about_ca_topic_score_gemma":0.000019846377,"teacher_disagreement_score":0.48218706,"about_ca_system_score_codex":0.000011212314,"about_ca_system_score_gemma":0.000009551533,"threshold_uncertainty_score":0.13770992},"labels":[],"label_agreement":null},{"id":"W4406829419","doi":"10.58406/sainteka.v5i1.1501","title":"REKAYASA TEKNIS TANJAKAN KILOMETER 78 JALAN LINGKAR SELATAN KECAMATAN LABANGKA KABUPATEN SUMBAWA","year":2024,"lang":"id","type":"article","venue":"Jurnal SainTekA","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":"Kilometer; Medicine; Engineering; Transport engineering","score_opus":0.009618745159913202,"score_gpt":0.219264933439918,"score_spread":0.20964618828000478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406829419","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":[0.94219506,0.013819636,0.0014168326,0.0029411293,0.012452169,0.00063631014,0.00060577487,0.0026230868,0.023310022],"genre_scores_gemma":[0.9889555,0.0013839623,0.00060443475,0.00011345747,0.002041289,0.000035012104,0.00004351962,0.00017634903,0.006646501],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9963327,0.00012309622,0.0011294241,0.0007819707,0.00056087575,0.0010719514],"domain_scores_gemma":[0.99858963,0.00016756344,0.00012533454,0.0005881702,0.00015146274,0.00037782177],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00053060404,0.0007638182,0.00084846583,0.0004009985,0.00033757172,0.0007992502,0.0005254885,0.0004524223,0.0020726132],"category_scores_gemma":[0.000121854035,0.00067876646,0.00050529785,0.00075103116,0.00024516074,0.00034938514,0.00035454636,0.0011899802,0.0035981878],"study_design_candidate":"not_applicable","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":[0.0008117103,0.00080990006,0.01745262,0.012253789,0.01154645,0.006727295,0.010255702,0.0012421296,0.49968234,0.038731605,0.1256316,0.27485487],"study_design_scores_gemma":[0.0018903395,0.0010334708,0.036566596,0.005271177,0.0015544369,0.0023248997,0.0021585634,0.012001641,0.023702655,0.0071642394,0.9018786,0.0044534034],"about_ca_topic_score_codex":0.0001885027,"about_ca_topic_score_gemma":0.000045432396,"teacher_disagreement_score":0.77624696,"about_ca_system_score_codex":0.0004201278,"about_ca_system_score_gemma":0.000076821925,"threshold_uncertainty_score":0.9995664},"labels":[],"label_agreement":null},{"id":"W4407003308","doi":"10.56071/sintesi.v2i1.1086","title":"Penerapan Struktur Parapet dan Tanggul Tanah dalam Pengendalian Banjir Kali Jeroan Hilir di Desa Balerojo, Kab. Madiun, Jawa Timur","year":2024,"lang":"id","type":"article","venue":"Seminar Nasional Teknik Sipil","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":"WiLAN (Canada)","funders":"","keywords":"Kali; Geology","score_opus":0.012004865674277741,"score_gpt":0.22717442009915279,"score_spread":0.21516955442487504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407003308","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":[0.9502119,0.02649427,0.00018918203,0.0028034197,0.009939493,0.001033247,0.0019215728,0.0021192508,0.0052877045],"genre_scores_gemma":[0.9809672,0.0022725917,0.0006190413,0.00011859704,0.0016168138,0.00014351401,0.0004457508,0.00021264561,0.013603841],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99468523,0.00022386853,0.0012293219,0.0014247106,0.001048686,0.001388194],"domain_scores_gemma":[0.99781495,0.0003224774,0.00016663376,0.000878577,0.00020867145,0.0006086747],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00053299026,0.0012273075,0.0011183573,0.0003753294,0.00066812226,0.0005259583,0.00082131306,0.00064954703,0.0017081059],"category_scores_gemma":[0.00011452585,0.0011706052,0.00063297676,0.00089867157,0.0005066615,0.0004498763,0.00056367926,0.0010648719,0.0017273336],"study_design_candidate":"not_applicable","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":[0.0002992232,0.00059105386,0.0009295188,0.0036711157,0.0021819365,0.0011941505,0.0015830364,0.002536217,0.77827084,0.012150055,0.14653976,0.050053112],"study_design_scores_gemma":[0.0018751374,0.0009931229,0.013352686,0.0034189115,0.0010550579,0.0012588236,0.0033242768,0.005674594,0.1606473,0.0028508094,0.80123484,0.004314453],"about_ca_topic_score_codex":0.00009295957,"about_ca_topic_score_gemma":0.0000675459,"teacher_disagreement_score":0.6546951,"about_ca_system_score_codex":0.00039193695,"about_ca_system_score_gemma":0.00023570484,"threshold_uncertainty_score":0.99920446},"labels":[],"label_agreement":null},{"id":"W4407090735","doi":"10.1007/s40098-025-01186-7","title":"Geotechnical Characterization of Lacustrine Material of Kathmandu Valley, Nepal","year":2025,"lang":"en","type":"article","venue":"Indian geotechnical journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Geology; Geotechnical engineering; Hydraulics; Mining engineering; Geochemistry; Geomorphology; Hydrology (agriculture); Engineering","score_opus":0.00518417828531531,"score_gpt":0.2007128299070499,"score_spread":0.19552865162173458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407090735","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":[0.98577905,0.000072490744,0.011729064,0.00038846707,0.001131295,0.00019281903,0.0000895424,0.00023508274,0.00038219793],"genre_scores_gemma":[0.9987494,0.00037412246,0.0005447162,0.00002887483,0.00020219614,0.000012187926,0.000014360824,0.000019877027,0.000054316435],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981521,0.00005297566,0.0010422036,0.0001666705,0.00026877908,0.0003172665],"domain_scores_gemma":[0.9992422,0.00004428364,0.00020880936,0.00025382283,0.00015206075,0.000098833676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033839163,0.00021891526,0.0005718122,0.00030771722,0.00008946892,0.000038226648,0.00033040947,0.0003411694,0.0002861188],"category_scores_gemma":[0.00008082829,0.0001955691,0.00018781667,0.00040694248,0.00024150751,0.000124177,0.00015045096,0.0004665206,0.0000074590653],"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":[0.00016782209,0.00015496659,0.00030556708,0.0003599,0.00024790326,0.000042868553,0.000040176976,0.0053291107,0.9572671,0.0026868037,0.00059552793,0.032802273],"study_design_scores_gemma":[0.0035235337,0.00073202257,0.060641788,0.0014501911,0.00035495014,0.0011253421,0.00015768506,0.004377021,0.8821355,0.012206316,0.032090366,0.0012052895],"about_ca_topic_score_codex":0.0000087376375,"about_ca_topic_score_gemma":0.0000011051718,"teacher_disagreement_score":0.07513159,"about_ca_system_score_codex":0.000052783416,"about_ca_system_score_gemma":0.00006252633,"threshold_uncertainty_score":0.79750764},"labels":[],"label_agreement":null},{"id":"W4407633101","doi":"10.52436/1.jpti.686","title":"Pengaruh Penambahan Asbuton LGA B50/30 terhadap Kinerja Campuran Aspal Beton AC-WC Berdasarkan Parameter Marshall dan Indeks Kekuatan Sisa","year":2025,"lang":"id","type":"article","venue":"Jurnal Pendidikan dan Teknologi Indonesia","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":"Physics; Materials science","score_opus":0.012300202728485433,"score_gpt":0.23237703398769083,"score_spread":0.2200768312592054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407633101","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":[0.97657084,0.002126183,0.00084821775,0.0022434266,0.0043968554,0.001352868,0.0001250625,0.0012199724,0.011116588],"genre_scores_gemma":[0.9945429,0.0009720642,0.00073379994,0.00048135297,0.00075407285,0.0002124767,0.00019334538,0.00019780244,0.0019121865],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99161726,0.0007225157,0.002442731,0.0018096884,0.0010357026,0.0023720968],"domain_scores_gemma":[0.99602103,0.00067914784,0.0007458035,0.0016498814,0.00033185832,0.00057226414],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.0008945063,0.0018868778,0.0023033912,0.0010073952,0.0011513953,0.00084504357,0.0019181556,0.0016064951,0.00081445096],"category_scores_gemma":[0.0004834075,0.001781633,0.0008230539,0.0011027772,0.0009409829,0.00059226144,0.0014122248,0.0029792343,0.0004242063],"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":[0.002465215,0.003002888,0.5480912,0.0055701975,0.009320028,0.0040869378,0.0026452518,0.003227893,0.2540371,0.014660044,0.03160089,0.12129236],"study_design_scores_gemma":[0.0068974416,0.0016250929,0.8591882,0.002070309,0.0020104507,0.0012898357,0.0043545743,0.0015416081,0.057658933,0.0023302059,0.055980198,0.005053153],"about_ca_topic_score_codex":0.00027213938,"about_ca_topic_score_gemma":0.00029569073,"teacher_disagreement_score":0.31109703,"about_ca_system_score_codex":0.00071399315,"about_ca_system_score_gemma":0.00027657265,"threshold_uncertainty_score":0.99968964},"labels":[],"label_agreement":null},{"id":"W4408139552","doi":"10.29313/bcsurp.v5i1.17551","title":"Kajian Eksistensi Bangunan Cagar Budaya di Jalan ABC Kota Bandung","year":2025,"lang":"en","type":"article","venue":"Bandung Conference Series Urban & Regional Planning","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":"Humanities; Art","score_opus":0.016562052277882912,"score_gpt":0.21640707979957688,"score_spread":0.19984502752169397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408139552","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":[0.87921053,0.006246534,0.0072199083,0.0037610622,0.0045112027,0.0007853257,0.00011209205,0.002877019,0.095276296],"genre_scores_gemma":[0.99539024,0.00014826091,0.0003879609,0.00018937537,0.0002347969,0.000056524943,0.00006341123,0.000032670578,0.0034967791],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99827206,0.00004311948,0.00046961821,0.00041710402,0.0002552283,0.0005428715],"domain_scores_gemma":[0.9992054,0.00008400079,0.000074557,0.00034166678,0.00016714352,0.00012720618],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012185231,0.0004071961,0.0005111153,0.00017578898,0.00039316717,0.00018991446,0.00031325434,0.00020764011,0.00010742316],"category_scores_gemma":[0.000049889815,0.0003870734,0.00012612605,0.00029806895,0.00028155063,0.0002781986,0.00012313767,0.00033354913,0.000031754156],"study_design_candidate":"not_applicable","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":[0.001183374,0.00023016699,0.14673582,0.002719792,0.0028649257,0.0006856012,0.0069097904,0.019445935,0.14174692,0.3849863,0.25900608,0.03348528],"study_design_scores_gemma":[0.0027822473,0.00032892835,0.24123767,0.0031973124,0.00043092194,0.00043442246,0.006767309,0.006981537,0.017225789,0.010841922,0.70642424,0.0033477305],"about_ca_topic_score_codex":0.000058719357,"about_ca_topic_score_gemma":0.00003495204,"teacher_disagreement_score":0.44741812,"about_ca_system_score_codex":0.00007058816,"about_ca_system_score_gemma":0.000067349254,"threshold_uncertainty_score":0.99985814},"labels":[],"label_agreement":null},{"id":"W4408151919","doi":"10.22487/jpwkt.v1i1.2","title":"Penentuan Lokasi Perumahan Pasca Bencana Berdasarkan Preferensi Masyarakat Di Kota Palu","year":2022,"lang":"id","type":"article","venue":"Jurnal PeWeKa Tadulako","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":"Mathematics","score_opus":0.01177199686699885,"score_gpt":0.19577339217003006,"score_spread":0.18400139530303122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408151919","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":[0.97045803,0.0030964902,0.00016212622,0.0026440702,0.007134172,0.0006741308,0.0005056834,0.0005597155,0.014765564],"genre_scores_gemma":[0.99205667,0.0008984965,0.00014136451,0.00021814999,0.0009999337,0.00017409994,0.00008495892,0.00013945477,0.005286886],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99539524,0.00030237978,0.0011182524,0.0008527572,0.001099796,0.0012315965],"domain_scores_gemma":[0.9981818,0.0000848749,0.00031046025,0.0007951404,0.00019268037,0.00043501277],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00040194584,0.00080766383,0.0009615275,0.00029372223,0.001457325,0.00028233728,0.000802331,0.00021520336,0.006858517],"category_scores_gemma":[0.00006886695,0.0008431187,0.00048690845,0.0005706156,0.00023351343,0.00023791051,0.0011876323,0.0013038834,0.00041639767],"study_design_candidate":"not_applicable","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":[0.0033427777,0.0044168853,0.11946765,0.0073123537,0.010656886,0.0035688165,0.014076193,0.13872497,0.25719404,0.049946666,0.20837018,0.18292256],"study_design_scores_gemma":[0.0049265097,0.0021328914,0.25204214,0.0005368183,0.0013102386,0.0018397874,0.0068371617,0.005743221,0.007907113,0.0036890777,0.7080707,0.004964315],"about_ca_topic_score_codex":0.00039453292,"about_ca_topic_score_gemma":0.00030387036,"teacher_disagreement_score":0.49970052,"about_ca_system_score_codex":0.0005312751,"about_ca_system_score_gemma":0.0001719236,"threshold_uncertainty_score":0.99984264},"labels":[],"label_agreement":null},{"id":"W4408610174","doi":"10.25071/2563-2418.144","title":"Tenunan Toraja","year":2025,"lang":"en","type":"article","venue":"LOBO Annals of Sulawesi Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Sociology","score_opus":0.15628917406128334,"score_gpt":0.4175256498736399,"score_spread":0.26123647581235654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408610174","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":[0.86728126,0.0035496661,0.00046136024,0.004089755,0.00058028195,0.0002886412,0.000024747222,0.00033163922,0.12339267],"genre_scores_gemma":[0.9975941,0.0007004076,0.00012811793,0.00003454943,0.000045319826,0.000020919913,0.0000013381164,0.000007660168,0.0014675879],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990735,0.000046855635,0.00020707543,0.0001185621,0.00024276492,0.00031124076],"domain_scores_gemma":[0.9993537,0.000083295396,0.000009581124,0.00021606,0.00029401894,0.00004333402],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049824617,0.000074574506,0.00017178028,0.00018553494,0.00008367431,0.000025468413,0.00019659537,0.00006728867,0.00012502247],"category_scores_gemma":[0.000108971944,0.00006629736,0.00005014005,0.00048161583,0.0001964769,0.000048589493,0.000114725626,0.00015862963,0.000057645837],"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":[0.00020470502,0.00022578497,0.0039910427,0.0024543223,0.0005674054,0.000031580275,0.00027003238,0.005624167,0.3190009,0.20270585,0.26140052,0.20352368],"study_design_scores_gemma":[0.00046140698,0.00014839332,0.027397195,0.0003403498,0.000011184224,0.000003977316,0.00055073743,0.0010728175,0.68474823,0.06518738,0.21974017,0.0003381521],"about_ca_topic_score_codex":0.000053416883,"about_ca_topic_score_gemma":0.00000764834,"teacher_disagreement_score":0.36574733,"about_ca_system_score_codex":0.000009902055,"about_ca_system_score_gemma":0.000021961727,"threshold_uncertainty_score":0.2703528},"labels":[],"label_agreement":null},{"id":"W4408989277","doi":"10.18280/acsm.490107","title":"Assessment of Shear Strength Characteristic for Unsaturated Kaolin Clay in Qaime, Iraq","year":2025,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Shear strength (soil); Geology; Shear (geology); Direct shear test; Materials science; Composite material; Soil science; Soil water","score_opus":0.016969518441133254,"score_gpt":0.28986320817622324,"score_spread":0.27289368973509,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408989277","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":[0.9890402,0.00012239296,0.008237124,0.00009818417,0.0003476957,0.00019141535,0.00003339047,0.00010087531,0.0018287363],"genre_scores_gemma":[0.99209785,0.00014755332,0.007589374,0.0000354535,0.000021815176,0.000044075943,0.0000044139288,0.0000065411277,0.00005293999],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9990653,0.000016091655,0.00029836042,0.00018481426,0.00011837103,0.0003171027],"domain_scores_gemma":[0.99959886,0.000062750485,0.000040600473,0.00015119203,0.000101488346,0.00004513189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003708832,0.000117533506,0.00022458237,0.00022020697,0.00010520504,0.000048917536,0.0002298516,0.00004899814,0.000026733313],"category_scores_gemma":[0.000117379335,0.000105321524,0.00004329824,0.00056894,0.00040507969,0.00012796774,0.000055202618,0.000088839406,0.000003235898],"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":[0.000059597263,0.0001567529,0.0135818105,0.0014503615,0.00008740194,0.000006369519,0.00039588995,0.031193614,0.89009196,0.034122545,0.00046739916,0.028386313],"study_design_scores_gemma":[0.0005666905,0.00008411525,0.808787,0.0003676778,0.000028629494,0.0000074430695,0.00032014895,0.09531401,0.08493532,0.00836397,0.0009262961,0.00029867314],"about_ca_topic_score_codex":0.000015582425,"about_ca_topic_score_gemma":0.0000122071515,"teacher_disagreement_score":0.8051566,"about_ca_system_score_codex":0.00008739479,"about_ca_system_score_gemma":0.00012847364,"threshold_uncertainty_score":0.42948872},"labels":[],"label_agreement":null},{"id":"W4408990069","doi":"10.18280/acsm.490102","title":"Study of the Characteristics of Kutai Kertanegara Local Quarry Stone for Self-Compacting Concrete Production","year":2025,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Mining engineering; Production (economics); Geology; Archaeology; Pulp and paper industry; Engineering; Geography; Economics","score_opus":0.018260327161182772,"score_gpt":0.25681987524079286,"score_spread":0.23855954807961008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408990069","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":[0.9954748,0.000059308473,0.0031777392,0.000082128834,0.00060205406,0.00034511834,0.00000919425,0.00008501681,0.00016463411],"genre_scores_gemma":[0.99873227,0.000027348606,0.0011403466,0.000010804321,0.000035720877,0.000024653817,4.3201476e-7,0.000006109571,0.000022290558],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991279,0.000024588751,0.00031462318,0.0001605536,0.00016159467,0.00021070677],"domain_scores_gemma":[0.9994066,0.0000542593,0.00009849051,0.00021694048,0.0001966875,0.000027040407],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004184563,0.00010295813,0.00022442489,0.00008553054,0.00023222556,0.000023339831,0.00026094328,0.000029809413,0.0000033090864],"category_scores_gemma":[0.00021939777,0.00007702666,0.000048557285,0.0004278699,0.00057712133,0.00010548894,0.00007143287,0.00007326591,8.4422805e-7],"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":[0.00022835803,0.00029670284,0.03714661,0.003000423,0.00044895266,0.0000024139051,0.012867848,0.040301185,0.8703829,0.0051172045,0.0005296738,0.02967773],"study_design_scores_gemma":[0.0010166041,0.0004724959,0.37298214,0.0005930221,0.00026496546,0.000046701254,0.022946382,0.027348462,0.5701215,0.0031743569,0.00054233195,0.0004910303],"about_ca_topic_score_codex":0.000024897472,"about_ca_topic_score_gemma":0.000010437874,"teacher_disagreement_score":0.33583552,"about_ca_system_score_codex":0.0000521076,"about_ca_system_score_gemma":0.00007538224,"threshold_uncertainty_score":0.3141056},"labels":[],"label_agreement":null},{"id":"W4409031186","doi":"10.1007/978-981-96-4898-6_14","title":"Stabilizing the Black Cotton Subgrade Soil Utilizing Cow Dung and Sugarcane Bagasse Ash for Design of Rural Roads","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Bagasse; Cow dung; Subgrade; Environmental science; Agroforestry; Agronomy; Waste management; Pulp and paper industry; Engineering; Geotechnical engineering; Biology","score_opus":0.011186376600437272,"score_gpt":0.19601920915878196,"score_spread":0.18483283255834468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409031186","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012886218,0.025132073,0.9461126,0.00048844324,0.0025870837,0.0027244862,0.00019806676,0.0010918656,0.00877917],"genre_scores_gemma":[0.9955687,0.0010015268,0.0027104688,0.000020525968,0.00018142843,0.00007375345,0.000016154314,0.000105891915,0.0003215346],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986375,0.000014926777,0.00053827907,0.00024884616,0.0001703737,0.00039009456],"domain_scores_gemma":[0.9985419,0.00097381213,0.0000843857,0.00029102253,0.00006313165,0.00004573885],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002673042,0.00049808365,0.00069084,0.00021441108,0.00006676785,0.000045160552,0.00020656071,0.00038459804,0.000027639191],"category_scores_gemma":[0.00021814802,0.00042653328,0.00013086769,0.00009754291,0.00012550417,0.000049284008,0.0001064572,0.00052935566,7.3228557e-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":[0.000026108692,0.000004211613,0.00002661528,0.0017709454,0.00015507666,0.0000029741034,0.00034752558,0.9678502,0.020888159,0.0040175198,0.000058508842,0.004852143],"study_design_scores_gemma":[0.0028085199,0.0003732874,0.0004577197,0.00820155,0.0009044686,0.000096758056,0.0002679856,0.8381912,0.08266837,0.04707631,0.015173189,0.0037806472],"about_ca_topic_score_codex":0.000022403025,"about_ca_topic_score_gemma":0.00029216215,"teacher_disagreement_score":0.9826825,"about_ca_system_score_codex":0.000098514894,"about_ca_system_score_gemma":0.000029810823,"threshold_uncertainty_score":0.9998186},"labels":[],"label_agreement":null},{"id":"W4409355398","doi":"10.1139/cgj-2025-0072","title":"Discussion on “Experimental investigations of marine soil stabilization with recycled aggregates and MgO: implications for CO<sub>2</sub> sequestration”","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Carbon sequestration; Geotechnical engineering; Environmental science; Soil water; Geology; Soil science; Chemistry; Carbon dioxide","score_opus":0.00945872291850084,"score_gpt":0.22286989112229003,"score_spread":0.2134111682037892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409355398","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":[0.9572158,0.00021030726,0.032866135,0.008189429,0.00019936766,0.00048725848,0.00015472466,0.00016156226,0.0005154022],"genre_scores_gemma":[0.99888724,0.00013184529,0.000699269,0.00010990105,0.000037245245,0.00007362851,0.000031313917,0.0000131906145,0.000016369975],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992937,0.000021375317,0.00030232497,0.00013093432,0.00006775344,0.00018391611],"domain_scores_gemma":[0.99946606,0.000049334598,0.00005975216,0.00012227648,0.00010468461,0.00019787968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000098094264,0.00012370279,0.00016845614,0.00018732873,0.0002766634,0.00005261108,0.000079700796,0.00009733922,0.000010555845],"category_scores_gemma":[0.000066266206,0.000090735026,0.000036744994,0.0001950604,0.00017381214,0.00008931269,0.000015441838,0.00013721058,5.8763345e-7],"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":[0.00011290816,0.000098545264,0.004339131,0.00019083876,0.00021629286,0.000004137522,0.00009330545,0.048628055,0.8061727,0.06983526,0.0041788626,0.06612994],"study_design_scores_gemma":[0.0024709406,0.00084298215,0.056307577,0.00085632585,0.00020344926,0.00022617231,0.00042763216,0.021749673,0.8132208,0.09403821,0.008774871,0.0008813464],"about_ca_topic_score_codex":0.00019196911,"about_ca_topic_score_gemma":0.0016691596,"teacher_disagreement_score":0.06524859,"about_ca_system_score_codex":0.00014327088,"about_ca_system_score_gemma":0.00017402116,"threshold_uncertainty_score":0.3700067},"labels":[],"label_agreement":null},{"id":"W4409633176","doi":"10.1016/j.conbuildmat.2025.141380","title":"Treatment and activation effects on kaolinite-based earth concrete","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Kaolinite; Earth (classical element); Materials science; Composite material; Metallurgy; Physics","score_opus":0.006145082342294112,"score_gpt":0.21264087829811623,"score_spread":0.20649579595582213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409633176","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":[0.9964005,0.000060542054,0.0014662253,0.00017592557,0.0010377687,0.00018564406,0.000011416556,0.00026292424,0.00039906887],"genre_scores_gemma":[0.9975815,0.00014964268,0.002041078,0.00007387225,0.00007780096,0.00004060426,0.000004269461,0.000007965482,0.000023263809],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948585,0.000034256816,0.0001679561,0.0001590476,0.00003762483,0.000115286006],"domain_scores_gemma":[0.9997475,0.00009185447,0.000029640149,0.00008011881,0.000019262834,0.000031628624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004887802,0.00014585983,0.00021594242,0.000106821084,0.00012715423,0.00009074484,0.000020645279,0.0000745018,0.00002848052],"category_scores_gemma":[0.000025697595,0.00012330733,0.00001724991,0.000068734014,0.00009431686,0.00005089794,0.000014012482,0.000030768548,0.000003089753],"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":[0.00004145275,0.0000015636831,0.0002031133,0.00013654526,0.00003426572,4.812228e-7,0.000008188965,0.000065422566,0.9560737,0.0070377737,0.000016070044,0.0363814],"study_design_scores_gemma":[0.0007224641,0.000065473105,0.001027888,0.00012556832,0.000026653803,0.000007398784,0.000018671462,0.00013135218,0.99406844,0.0007584658,0.0029359711,0.000111672955],"about_ca_topic_score_codex":0.000008201939,"about_ca_topic_score_gemma":2.4878108e-7,"teacher_disagreement_score":0.037994698,"about_ca_system_score_codex":0.000021868038,"about_ca_system_score_gemma":0.000008640746,"threshold_uncertainty_score":0.50283265},"labels":[],"label_agreement":null},{"id":"W4409722804","doi":"10.38035/gijes.v3i1.353","title":"Field Soil Density Analysis Using the Sand Cone Method on the Segayam–Lebak Gedong Road Improvement Project, Ogan Ilir Regency","year":2025,"lang":"en","type":"article","venue":"Greenation International Journal of Engineering Science","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Mathematics; Environmental science","score_opus":0.012201164540452995,"score_gpt":0.27453718948480776,"score_spread":0.26233602494435476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409722804","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":[0.642529,0.000049461265,0.3543273,0.0011738052,0.001488499,0.00008755437,0.0000029417863,0.000032410484,0.00030900072],"genre_scores_gemma":[0.9971059,0.000027203627,0.0025971078,0.00011489159,0.00011330576,0.0000051548445,3.3416322e-7,0.0000039311467,0.000032201795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988319,0.000021013862,0.00036199286,0.000117478085,0.0005298665,0.00013771515],"domain_scores_gemma":[0.9991192,0.00015789205,0.00012474215,0.00013932551,0.00043403238,0.000024762001],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009366284,0.000106674794,0.00014407422,0.0004673746,0.0001715177,0.00012777386,0.00052486703,0.000030226429,0.000019088458],"category_scores_gemma":[0.0003525245,0.00006562817,0.00010486096,0.0008416439,0.00005921127,0.00017938834,0.00008244612,0.00019539712,7.354019e-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":[0.000019820976,0.000012737233,0.00057442073,0.0000124697035,0.0005609986,0.0000039571664,0.00017956477,0.8781939,0.10768882,0.004319788,0.00012156284,0.008311954],"study_design_scores_gemma":[0.0003133446,0.000081533246,0.013574854,0.00013492294,0.00021155244,0.000046053556,0.0003311187,0.7381792,0.24602474,0.0005286802,0.0003810957,0.00019291486],"about_ca_topic_score_codex":0.000047643247,"about_ca_topic_score_gemma":0.0000095124215,"teacher_disagreement_score":0.35457686,"about_ca_system_score_codex":0.000153883,"about_ca_system_score_gemma":0.000055233915,"threshold_uncertainty_score":0.2676239},"labels":[],"label_agreement":null},{"id":"W4409985819","doi":"10.47521/selodangmayang.v11i1.366","title":"POTENSI GALIAN MINERAL DI KABUPATEN INDRAGIRI HULU PROVINSI RIAU","year":2025,"lang":"en","type":"article","venue":"Selodang Mayang Jurnal Ilmiah Badan Perencanaan Pembangunan Daerah Kabupaten Indragiri Hilir","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":"Mineral; Forestry; Geography; Biology; Ecology","score_opus":0.005563498701622215,"score_gpt":0.20206715172225964,"score_spread":0.19650365302063744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409985819","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":[0.9641329,0.0017629839,0.0009060991,0.0021038759,0.0034426558,0.00097216864,0.00023937692,0.0020036055,0.024436353],"genre_scores_gemma":[0.9926999,0.000120119614,0.0007323506,0.0005684609,0.0007220816,0.00019010584,0.00014953958,0.00018250564,0.004634932],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9944273,0.0004338617,0.0015074882,0.0011477908,0.00080110587,0.0016824029],"domain_scores_gemma":[0.99739426,0.00017951461,0.00027442182,0.0011003653,0.0005364592,0.0005149951],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010187859,0.001206281,0.0013285715,0.0008881522,0.00076280173,0.00045886243,0.0011161095,0.00067433907,0.00052211917],"category_scores_gemma":[0.00030137334,0.0011319084,0.0004880551,0.0013742873,0.00048131152,0.00041751988,0.00040975798,0.0012936932,0.00018166512],"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":[0.0007645101,0.0009442563,0.2661135,0.0033860556,0.004224092,0.0016456974,0.0052742483,0.013464428,0.15605189,0.008670738,0.21867055,0.32079002],"study_design_scores_gemma":[0.007904904,0.0011928121,0.77616286,0.0032373134,0.0013033601,0.0008440782,0.0063655954,0.024609335,0.027314037,0.007103046,0.13573995,0.008222707],"about_ca_topic_score_codex":0.0015093606,"about_ca_topic_score_gemma":0.0012310421,"teacher_disagreement_score":0.51004934,"about_ca_system_score_codex":0.0005837184,"about_ca_system_score_gemma":0.0003906221,"threshold_uncertainty_score":0.9991131},"labels":[],"label_agreement":null},{"id":"W4410373911","doi":"10.37934/ard.122.1.140149","title":"Stability of Rock Slope using Kinematic Analysis: A Case Study at Bukit Gemilang, Sungai Besi, Kuala Lumpur","year":2024,"lang":"en","type":"article","venue":"Journal of Advanced Research Design","topic":"Geotechnical and construction materials studies","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":"WiLAN (Canada)","funders":"National Defence University of Malaysia","keywords":"Kuala lumpur; Geology; Slope stability; Geomorphology; Geotechnical engineering","score_opus":0.12235550217536796,"score_gpt":0.37589581011724743,"score_spread":0.2535403079418795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410373911","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":[0.9301717,0.0022598056,0.06688117,0.000033812663,0.00021458023,0.00035235108,0.000007863503,0.000048928134,0.00002976338],"genre_scores_gemma":[0.99264,0.0001903883,0.007011929,0.0000015289929,0.00007966622,0.000011475787,2.8770611e-7,0.000021069605,0.000043627355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975055,0.00046710199,0.00081492733,0.00018220747,0.00070176885,0.00032852744],"domain_scores_gemma":[0.9982844,0.00055618567,0.00010331916,0.00025038637,0.0006781149,0.00012761098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027346837,0.00015652792,0.00058193866,0.0005978952,0.00014453522,0.00006741289,0.00018956242,0.000057123834,0.000162734],"category_scores_gemma":[0.00040743162,0.000118149765,0.00018881995,0.0013269675,0.00007689538,0.00023909929,0.000121013174,0.00045343608,0.0000064531228],"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":[0.0001538723,0.00017167664,0.00053393317,0.00076843635,0.0017505594,0.002818013,0.0010959394,0.74727124,0.24240579,0.000008331795,0.00019962032,0.0028225966],"study_design_scores_gemma":[0.004102307,0.0050892434,0.003928287,0.0021961776,0.004525178,0.012828088,0.06406671,0.65384984,0.24359487,0.0035071366,0.0007774259,0.0015347638],"about_ca_topic_score_codex":0.000029308856,"about_ca_topic_score_gemma":0.000025219162,"teacher_disagreement_score":0.09342142,"about_ca_system_score_codex":0.0002548364,"about_ca_system_score_gemma":0.000079485,"threshold_uncertainty_score":0.48180073},"labels":[],"label_agreement":null},{"id":"W4410526505","doi":"10.18280/ijdne.200418","title":"Suitability Assessment of Okelele Ilorin Clay Mineral as a Raw Material for Sustainable Cement Production","year":2025,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Raw material; Cement; Clay minerals; Production (economics); Mineral; Environmental science; Geology; Materials science; Mineralogy; Metallurgy; Ecology; Economics; Biology","score_opus":0.006286390423080565,"score_gpt":0.25949544055257145,"score_spread":0.2532090501294909,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410526505","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":[0.94417644,0.0002329152,0.050668973,0.0008045566,0.0034069752,0.00027568106,0.000017549104,0.000021487336,0.00039545432],"genre_scores_gemma":[0.99335897,0.00018837016,0.0059817727,0.000025510282,0.00021925072,0.00001345723,0.000007488637,0.000005990907,0.00019921173],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992167,0.000021604566,0.00038880634,0.000089766945,0.00016909001,0.00011407914],"domain_scores_gemma":[0.9991634,0.00004934919,0.00011968799,0.000057469882,0.00058757665,0.000022528087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039694033,0.00009414163,0.00019511643,0.00014638777,0.00003791423,0.000048398157,0.00013498167,0.00009435398,0.000019123037],"category_scores_gemma":[0.00010094027,0.0000804783,0.00006458466,0.000066658475,0.0000343425,0.00015277385,0.00004186133,0.00014544428,1.1272838e-7],"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":[0.0033431624,0.00069153705,0.00546139,0.0018729055,0.0034227143,0.00006228452,0.00032904808,0.25133204,0.5504753,0.14831693,0.01217678,0.022515904],"study_design_scores_gemma":[0.010547821,0.003000811,0.058184646,0.0011124028,0.0010094468,0.00075538893,0.003778112,0.13750485,0.38570595,0.35568258,0.04106054,0.0016574697],"about_ca_topic_score_codex":0.0000068148574,"about_ca_topic_score_gemma":0.0000037661666,"teacher_disagreement_score":0.20736565,"about_ca_system_score_codex":0.00013468298,"about_ca_system_score_gemma":0.00006309055,"threshold_uncertainty_score":0.32818097},"labels":[],"label_agreement":null},{"id":"W4410634592","doi":"10.30737/jurmateks.v7i2.6324","title":"Analisis Alternatif Kelongsoran Bendungan Ameroro Pada Batuan Sekis Dengan Metode Elemen Hingga","year":2025,"lang":"en","type":"article","venue":"Jurnal Manajemen Teknologi & Teknik Sipil","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":"Political science","score_opus":0.006556731006881287,"score_gpt":0.21635779138299327,"score_spread":0.209801060376112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410634592","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":[0.98122007,0.0012788135,0.001522772,0.0015218144,0.0017391244,0.0003708907,0.000036792855,0.0015823789,0.010727343],"genre_scores_gemma":[0.99654496,0.0007712598,0.0011714626,0.00037797837,0.00023197688,0.00009115703,0.000018977613,0.0000526189,0.0007396169],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9973831,0.000106815954,0.0008231856,0.00053109345,0.00037057445,0.0007852269],"domain_scores_gemma":[0.99889636,0.00011348201,0.00015033285,0.00055380084,0.00013416275,0.00015184484],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003528359,0.00051729,0.00068890344,0.00039769177,0.00038203056,0.00018339373,0.00073157134,0.00023062952,0.0001985273],"category_scores_gemma":[0.00012196166,0.00046882732,0.00022434296,0.00064040854,0.00017982292,0.00018723088,0.00034006714,0.00058892556,0.000060240855],"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":[0.00029552323,0.0005872594,0.067667745,0.0014091464,0.007777519,0.0007342569,0.000853132,0.0183445,0.39472967,0.032732517,0.08682552,0.3880432],"study_design_scores_gemma":[0.0064478265,0.000988764,0.23460811,0.00085833727,0.0018499692,0.0002809997,0.008510344,0.013387461,0.4044091,0.02009448,0.30339456,0.0051700333],"about_ca_topic_score_codex":0.00017463538,"about_ca_topic_score_gemma":0.00029390995,"teacher_disagreement_score":0.38287318,"about_ca_system_score_codex":0.00022319819,"about_ca_system_score_gemma":0.000039572966,"threshold_uncertainty_score":0.99977636},"labels":[],"label_agreement":null},{"id":"W4410926582","doi":"10.63824/jptsp.v11i2.210","title":"KARAKTERISTIK BETON TULANGAN ANYAMAN BAMBU PETUNG TERHADAP LEDAKAN TNT","year":2024,"lang":"id","type":"article","venue":"JURNAL TEKNIK SIPIL PERTAHANAN","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 science; Composite material","score_opus":0.01108920287935321,"score_gpt":0.2242462059365001,"score_spread":0.21315700305714688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410926582","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":[0.91467303,0.029148314,0.0007395795,0.0045698048,0.015133107,0.00075405627,0.00021977257,0.0026151629,0.03214719],"genre_scores_gemma":[0.98485225,0.0019659423,0.0002374471,0.00015968275,0.002476976,0.000058691207,0.000043523905,0.00018441821,0.010021061],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9961734,0.0001209643,0.0010937217,0.00087713223,0.00062900496,0.0011058012],"domain_scores_gemma":[0.9986386,0.0001161898,0.000116993506,0.0005877318,0.00011226353,0.0004282303],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00037516488,0.0008692734,0.00094025704,0.0003650225,0.000494182,0.0008985199,0.00050744624,0.00040581348,0.0016919854],"category_scores_gemma":[0.000068177265,0.0007742945,0.00052883336,0.00053357164,0.00026457,0.00038340464,0.00028760737,0.0009653243,0.0014250255],"study_design_candidate":"not_applicable","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":[0.00032109235,0.00056730217,0.0020230664,0.008504015,0.0041489224,0.003501749,0.0053432016,0.0016457374,0.7301777,0.01657173,0.07318509,0.15401037],"study_design_scores_gemma":[0.0013320171,0.001006856,0.019256677,0.0039019256,0.0012117135,0.0015815097,0.0026217205,0.012576683,0.040476236,0.0017477337,0.9106209,0.0036659725],"about_ca_topic_score_codex":0.00026382456,"about_ca_topic_score_gemma":0.00019250558,"teacher_disagreement_score":0.83743584,"about_ca_system_score_codex":0.00032141994,"about_ca_system_score_gemma":0.00012621039,"threshold_uncertainty_score":0.99947083},"labels":[],"label_agreement":null},{"id":"W4410926619","doi":"10.63824/jptsp.v11i2.211","title":"PENERAPAN BUILDING INFORMATION MODELING (BIM) PADA TAHAP KESIAPSIAGAAN BENCANA ALAM DI INDONESIA","year":2024,"lang":"id","type":"article","venue":"JURNAL TEKNIK SIPIL PERTAHANAN","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":"Building information modeling; Architectural engineering; Computer science; Construction engineering; Engineering; Operations management","score_opus":0.011647662470600032,"score_gpt":0.21849479305534653,"score_spread":0.2068471305847465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410926619","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":[0.96132827,0.00796597,0.019223377,0.0014931307,0.005631326,0.0004909886,0.00008957029,0.0011261053,0.002651274],"genre_scores_gemma":[0.9953889,0.0022266463,0.00051261834,0.00011890409,0.0012343101,0.00007127347,0.00004987379,0.0001017229,0.00029570347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99639887,0.00008131348,0.0013307468,0.0005213269,0.0007055583,0.00096217997],"domain_scores_gemma":[0.998814,0.00008070701,0.00015025583,0.0004323037,0.00018881846,0.00033394812],"candidate_categories":["metaepi_narrow","scholarly_communication"],"consensus_categories":[],"category_scores_codex":[0.0004082024,0.0007375775,0.0007426081,0.0005727353,0.00060961465,0.0011062224,0.00045529968,0.00040533236,0.00023358704],"category_scores_gemma":[0.00006167635,0.00069078174,0.00039076805,0.00070710265,0.00011774094,0.0016576201,0.00022360931,0.0008806331,0.00040054545],"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":[0.00024819293,0.000241035,0.0015227483,0.0070181442,0.00289771,0.00034325206,0.006715053,0.41999558,0.2576859,0.029786207,0.0056741666,0.26787198],"study_design_scores_gemma":[0.0008764853,0.00025577273,0.0016344831,0.0020419878,0.00052828,0.00042490737,0.002338688,0.9304024,0.011835068,0.001316601,0.0463915,0.0019538028],"about_ca_topic_score_codex":0.00070528657,"about_ca_topic_score_gemma":0.00011734583,"teacher_disagreement_score":0.51040685,"about_ca_system_score_codex":0.00034468662,"about_ca_system_score_gemma":0.00017980016,"threshold_uncertainty_score":0.99993074},"labels":[],"label_agreement":null},{"id":"W4411189189","doi":"10.24929/ft.v13i1.3605","title":"Analisis Perubahan Material Struktur Terhadap Simpangan Antar Lantai Pada Toko dan Restoran Di Jalan Semer, Kerobokan, Badung","year":2025,"lang":"id","type":"article","venue":"Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja)","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":"Engineering","score_opus":0.007383605548313076,"score_gpt":0.196768127546017,"score_spread":0.18938452199770392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411189189","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":[0.9732795,0.00093159016,0.00030833026,0.00078913127,0.0070157736,0.00072649494,0.00057087495,0.0007894177,0.015588929],"genre_scores_gemma":[0.9953038,0.0016394891,0.0003700094,0.0003511971,0.0010584998,0.000018639332,0.00045680394,0.00010260248,0.00069894287],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9947736,0.00018777144,0.0015916622,0.0008296009,0.0009608816,0.0016564351],"domain_scores_gemma":[0.9973333,0.0001893905,0.0005172264,0.0009075099,0.00038275524,0.0006698349],"candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0003719583,0.0013046956,0.0015364693,0.0007901534,0.0011217885,0.000625401,0.0012612208,0.00084776286,0.00053380936],"category_scores_gemma":[0.00012583593,0.0013410591,0.0006218328,0.0012890905,0.0006127606,0.0017507118,0.0008990863,0.0012570071,0.00008520832],"study_design_candidate":"not_applicable","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":[0.01309417,0.002318201,0.13891172,0.013815516,0.018854404,0.005889088,0.029337307,0.021991804,0.3797395,0.051778473,0.23035297,0.09391685],"study_design_scores_gemma":[0.016535338,0.0018442508,0.24121672,0.004007355,0.005500402,0.0007880053,0.18088518,0.004662688,0.09502611,0.0004035408,0.44068953,0.008440863],"about_ca_topic_score_codex":0.0005364394,"about_ca_topic_score_gemma":0.00027684672,"teacher_disagreement_score":0.2847134,"about_ca_system_score_codex":0.0007670238,"about_ca_system_score_gemma":0.00034322788,"threshold_uncertainty_score":0.99997044},"labels":[],"label_agreement":null},{"id":"W4411585983","doi":"10.51988/jtsc.v6i1.274","title":"Analisis Pemahaman Mitigasi Bencana Tanah Longsir Untuk Kalangan Siswa Dan Siswi Di Smp Kecamatan Balikpapan Kota","year":2025,"lang":"en","type":"article","venue":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","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":"Biology","score_opus":0.005049172423052286,"score_gpt":0.20089566233307926,"score_spread":0.19584648991002698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411585983","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":[0.96575916,0.002170823,0.00047722607,0.0013152311,0.0022304186,0.00035822944,0.00017108282,0.0011366279,0.026381196],"genre_scores_gemma":[0.9974705,0.000748486,0.00020715961,0.00030297358,0.00042686134,0.000057741487,0.000054198237,0.00007626234,0.0006558406],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9968836,0.00010359255,0.00092101377,0.00062023697,0.0005394663,0.0009321154],"domain_scores_gemma":[0.9985126,0.00010663743,0.00015373311,0.00071464473,0.00017422975,0.0003381564],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026797585,0.00063611247,0.00084193575,0.00039910097,0.0004546961,0.00024741204,0.0006317756,0.00029206258,0.0003508697],"category_scores_gemma":[0.00010466232,0.00060296303,0.00034751324,0.0009293517,0.00023146036,0.00026585825,0.0002661216,0.0005682935,0.00008078382],"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":[0.0006672549,0.0014487961,0.22028166,0.006315726,0.009168281,0.0013680779,0.0027792929,0.019338723,0.29109055,0.056547306,0.18789496,0.2030994],"study_design_scores_gemma":[0.004196952,0.00047108074,0.6679929,0.0013759575,0.0013925537,0.00042648613,0.0076156277,0.0065936428,0.07879327,0.0048537203,0.22205292,0.0042348867],"about_ca_topic_score_codex":0.00022424426,"about_ca_topic_score_gemma":0.00030759044,"teacher_disagreement_score":0.44771126,"about_ca_system_score_codex":0.00027467296,"about_ca_system_score_gemma":0.00008685492,"threshold_uncertainty_score":0.9996422},"labels":[],"label_agreement":null},{"id":"W4411617428","doi":"10.51847/abvnb8q","title":"10.51847/AbvNB8Q","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Characterization (materials science); Porosity; Desert (philosophy); Geology; Environmental science; Materials science; Mineralogy; Geotechnical engineering; Nanotechnology; Philosophy","score_opus":0.0034857670274557493,"score_gpt":0.1416670891368941,"score_spread":0.13818132210943834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411617428","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0072945054,0.000048783437,0.0000027111394,0.00008089981,0.0000070985598,0.000053371023,0.0000064890305,0.00051631674,0.99198985],"genre_scores_gemma":[0.0039279396,0.0000011998054,0.00012055276,0.000012963838,0.00007258323,0.000013849916,0.0000015764152,0.00001085135,0.99583846],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996661,0.0000043925806,0.0000863395,0.000069539245,0.000049975355,0.0001236391],"domain_scores_gemma":[0.99984276,0.000006500821,0.000003086239,0.00009449987,0.0000094122015,0.000043766773],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000022869186,0.00006899772,0.00008871127,0.00001959368,0.00003148426,0.000014614162,0.00006092494,0.000027293152,0.98585105],"category_scores_gemma":[0.0000038478165,0.00006467365,0.000021562408,0.000070373004,0.000013733008,0.000026019141,0.000013444105,0.00003080507,0.9685516],"study_design_candidate":"not_applicable","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":[0.0000070591113,0.0000039148595,4.7956696e-8,0.0000064748438,0.000011564366,0.0000010876605,0.0000034170357,0.0034085072,0.0009574142,0.0000022156999,0.014559184,0.9810391],"study_design_scores_gemma":[0.000051874933,0.000017110535,0.000034042954,0.000005042813,0.0000044823587,0.00000465072,3.9547945e-7,0.0002612674,0.00025064975,0.000007585862,0.9992756,0.000087259024],"about_ca_topic_score_codex":0.0000030976648,"about_ca_topic_score_gemma":3.6167695e-8,"teacher_disagreement_score":0.9847165,"about_ca_system_score_codex":0.00000870853,"about_ca_system_score_gemma":0.0000015037464,"threshold_uncertainty_score":0.26373148},"labels":[],"label_agreement":null},{"id":"W4411770698","doi":"10.35965/ursj.v7i2.6045","title":"Implikasi Perkembangan Guna Lahan Terhadap Kerusakan Jalan Soekarno-Hatta Di Kelurahan Bontang Lestari Kota Bontang","year":2025,"lang":"id","type":"article","venue":"Urban and Regional Studies Journal","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":"Forestry; Geography","score_opus":0.019821195804333863,"score_gpt":0.2515428353074772,"score_spread":0.2317216395031433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411770698","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":[0.64606154,0.30205247,0.0006218963,0.028296044,0.009758181,0.0008416202,0.000086563035,0.0004992561,0.011782417],"genre_scores_gemma":[0.9515384,0.03784425,0.00036180826,0.0006335435,0.0018397291,0.000035921796,0.000011168125,0.00007406048,0.00766116],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99662954,0.00015834131,0.0010904593,0.0006083252,0.00051196734,0.0010013911],"domain_scores_gemma":[0.9985404,0.00018962706,0.00029493682,0.0003261894,0.00031376208,0.00033505968],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":[],"category_scores_codex":[0.00047307604,0.00079629204,0.0011884392,0.00030989092,0.002047293,0.00041105383,0.00038530846,0.00030415907,0.000073177485],"category_scores_gemma":[0.000098460056,0.00064610975,0.0004054784,0.00035322632,0.0007916643,0.0002616676,0.0005250218,0.0010210999,0.000023953844],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014142095,0.0010385807,0.08836361,0.004820631,0.0258333,0.002472928,0.015790602,0.00083550805,0.033238653,0.04510138,0.71458656,0.06650406],"study_design_scores_gemma":[0.005773904,0.00090471853,0.14695111,0.0046184645,0.0019792095,0.0040384256,0.041256033,0.00064394146,0.0012503444,0.010180028,0.7792674,0.0031364632],"about_ca_topic_score_codex":0.00009175688,"about_ca_topic_score_gemma":0.00027158784,"teacher_disagreement_score":0.3054768,"about_ca_system_score_codex":0.00039800463,"about_ca_system_score_gemma":0.00010012487,"threshold_uncertainty_score":0.99959904},"labels":[],"label_agreement":null},{"id":"W4412098247","doi":"10.1180/clm.2025.8","title":"The clayey deposit from Bomkoul (Douala, Cameroon): a case study of the geotechnical appraisal and assessment of the characteristics of firing bricks","year":2025,"lang":"en","type":"article","venue":"Clay Minerals","topic":"Geotechnical and construction materials studies","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":"Institute of Particle Physics","funders":"Université de Liège","keywords":"Geotechnical engineering; Geology; Brick; Mining engineering; Engineering; Civil engineering","score_opus":0.010424341497448234,"score_gpt":0.2676512746986617,"score_spread":0.2572269332012134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412098247","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":[0.9981159,0.0003638101,0.00018819724,0.00015597834,0.0005484429,0.00032194238,0.00004604081,0.000027350017,0.00023235104],"genre_scores_gemma":[0.99969405,0.00006442505,0.0000978175,0.000012885998,0.0000322241,0.000031288055,6.5418965e-7,0.000008584007,0.000058047106],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99896485,0.000088965004,0.00053008745,0.00013227698,0.00015479045,0.00012903634],"domain_scores_gemma":[0.99900883,0.0003428628,0.00014620974,0.00041582104,0.000067721514,0.000018536866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016951238,0.00013261558,0.00032990988,0.000022177643,0.00013958206,0.000019507566,0.00024197878,0.00007181278,0.0000051160087],"category_scores_gemma":[0.00010552577,0.00006983471,0.000075423515,0.00017153665,0.00021462762,0.000021610804,0.0003222075,0.0001915849,1.18083506e-7],"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":[0.000068358444,0.00049926504,0.13119154,0.0005191877,0.0012196985,0.00003619863,0.001377262,0.0053339363,0.82952785,0.0011477716,0.001781309,0.027297588],"study_design_scores_gemma":[0.0018138599,0.0003003368,0.9016792,0.00051440357,0.0007708152,0.00016381318,0.00409285,0.013315803,0.073725745,0.0005169481,0.0026655132,0.0004407173],"about_ca_topic_score_codex":0.00069181784,"about_ca_topic_score_gemma":0.00017739837,"teacher_disagreement_score":0.77048767,"about_ca_system_score_codex":0.000014859304,"about_ca_system_score_gemma":0.000019575678,"threshold_uncertainty_score":0.28477767},"labels":[],"label_agreement":null},{"id":"W4412136430","doi":"10.12962/j2716179x.v20ii.5063","title":"Permodelan Value Uplift Dampak Pembangunan Infrastruktur","year":2025,"lang":"id","type":"article","venue":"Jurnal Penataan Ruang","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":"Value (mathematics); Computer science","score_opus":0.0057557661937067996,"score_gpt":0.22170411916632576,"score_spread":0.21594835297261897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412136430","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":[0.868549,0.0057516894,0.005241044,0.0019336676,0.0074367477,0.00054139155,0.00016347655,0.0006662752,0.10971669],"genre_scores_gemma":[0.9916158,0.00062425394,0.0005497817,0.00029360704,0.0005173223,0.00003184237,0.0000228951,0.000050382223,0.0062941336],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9976031,0.00007995613,0.00076504773,0.000488846,0.00034390902,0.00071909744],"domain_scores_gemma":[0.9989815,0.0000855513,0.00012582906,0.00051252375,0.00010699275,0.00018765155],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002627512,0.0005138418,0.0006516747,0.00029610904,0.00043046565,0.00027911234,0.00051175355,0.00031150202,0.00086863973],"category_scores_gemma":[0.00008627541,0.0004948704,0.00027528798,0.00046445458,0.00017855305,0.00024275143,0.0004192323,0.00073360547,0.00049615593],"study_design_candidate":"not_applicable","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":[0.00090801914,0.00089881144,0.02312565,0.00848571,0.006184108,0.00081394677,0.0035716046,0.07060524,0.21597278,0.41536233,0.17847489,0.07559692],"study_design_scores_gemma":[0.008853322,0.0006633314,0.4305933,0.006081993,0.0025325539,0.00081056386,0.00581153,0.061609156,0.044396497,0.04221116,0.38999364,0.0064429413],"about_ca_topic_score_codex":0.00015284547,"about_ca_topic_score_gemma":0.000027900169,"teacher_disagreement_score":0.40746766,"about_ca_system_score_codex":0.00018200079,"about_ca_system_score_gemma":0.00011732088,"threshold_uncertainty_score":0.9997503},"labels":[],"label_agreement":null},{"id":"W4412137911","doi":"10.37253/jcep.v5i2.10007","title":"Stability Modeling of Groyne-Type Structure with Embankment in Pelangai River, Pesisir Selatan Regency, West Sumatra","year":2024,"lang":"en","type":"article","venue":"Journal of Civil Engineering and Planning","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":"WiLAN (Canada)","funders":"","keywords":"Levee; Geology; Geotechnical engineering; Structure type; Hydrology (agriculture); Chemistry","score_opus":0.009760141179696218,"score_gpt":0.19340326246118195,"score_spread":0.18364312128148572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412137911","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":[0.9859314,0.007796708,0.0056248703,0.000024154868,0.00044371255,0.000037862137,0.000010771556,0.000063132706,0.00006736246],"genre_scores_gemma":[0.9984538,0.00028628678,0.0011546867,0.0000015764778,0.00008505353,5.679169e-7,0.0000012273763,0.000015332795,0.0000014804322],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999275,0.000009381892,0.00034781126,0.000086031374,0.00014178318,0.00013995919],"domain_scores_gemma":[0.99975634,0.000046948873,0.00003623464,0.00006236837,0.000052283878,0.00004585632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018010297,0.00013194884,0.00026974652,0.00015030165,0.000019380015,0.000026459904,0.00005925978,0.000060405804,0.000021215994],"category_scores_gemma":[0.000020360116,0.00010232248,0.000026819987,0.0001657278,0.000018408187,0.00012709925,0.00001568297,0.00028530462,2.2995572e-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":[0.000022760092,0.0000042974766,0.0013718576,0.00059928687,0.00007599207,0.000040536517,0.00092265377,0.9880807,0.008493167,0.000105693485,0.000026331738,0.00025676584],"study_design_scores_gemma":[0.0005574431,0.00027946944,0.008896801,0.0034274936,0.00012027253,0.0005608527,0.0010013117,0.9806517,0.0030336888,0.00063572795,0.0003965297,0.00043872494],"about_ca_topic_score_codex":0.000009099608,"about_ca_topic_score_gemma":0.000013201838,"teacher_disagreement_score":0.012522363,"about_ca_system_score_codex":0.00003266473,"about_ca_system_score_gemma":0.000017905546,"threshold_uncertainty_score":0.41725898},"labels":[],"label_agreement":null},{"id":"W4412467590","doi":"10.22487/peweka.v2i1.12","title":"Pengaruh Nilai Lahan Terhadap Harga Lahan di Koridor Jalan I Gusti Ngurah Rai Kota Palu","year":2023,"lang":"id","type":"article","venue":"Jurnal PeWeKa Tadulako","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":"Forestry; Geography","score_opus":0.015279265162719794,"score_gpt":0.2229561129048454,"score_spread":0.2076768477421256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412467590","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":[0.9610744,0.0020118554,0.0005929054,0.006480746,0.013440555,0.00095998036,0.00036241888,0.0027477732,0.012329383],"genre_scores_gemma":[0.98342955,0.0018575364,0.00017711037,0.00021881146,0.0027271137,0.00011180552,0.0001046597,0.00018459208,0.011188845],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9952827,0.00018014392,0.0012622378,0.0008746196,0.00085908716,0.0015412077],"domain_scores_gemma":[0.997931,0.00021274207,0.00027791245,0.00079788006,0.00026102737,0.00051943253],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0005803724,0.0009299455,0.0011238729,0.00039844928,0.00077298825,0.00047603593,0.0007483,0.0004955049,0.0013450499],"category_scores_gemma":[0.0003518465,0.00088615366,0.0005090532,0.0010238775,0.00030518402,0.00036373554,0.00059504836,0.0010810194,0.0040181736],"study_design_candidate":"not_applicable","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":[0.001150115,0.0012979252,0.03812201,0.007943574,0.0054826704,0.004171674,0.0068509113,0.036590073,0.40263996,0.01086132,0.38812897,0.096760824],"study_design_scores_gemma":[0.0071148607,0.0012098235,0.25348642,0.0020250229,0.0012719932,0.0010719384,0.0048776763,0.014450249,0.02985651,0.0036044917,0.67495,0.006080994],"about_ca_topic_score_codex":0.00017000562,"about_ca_topic_score_gemma":0.00013218586,"teacher_disagreement_score":0.37278342,"about_ca_system_score_codex":0.00022133585,"about_ca_system_score_gemma":0.00010970363,"threshold_uncertainty_score":0.99956787},"labels":[],"label_agreement":null},{"id":"W4412467595","doi":"10.22487/peweka.v2i1.10","title":"Kesesuaian Kegiatan Pemanfaatan Ruang Pada Kawasan Lindung di Kota Palu","year":2023,"lang":"id","type":"article","venue":"Jurnal PeWeKa Tadulako","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":"Art","score_opus":0.016811394892001907,"score_gpt":0.2305024988256769,"score_spread":0.213691103933675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412467595","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":[0.9653617,0.0019372253,0.0004979502,0.0046147685,0.009966529,0.0006761713,0.000358247,0.0020172347,0.01457014],"genre_scores_gemma":[0.9880099,0.0022022827,0.00015287222,0.00009578201,0.002925744,0.00006559756,0.00009011376,0.00015806728,0.006299607],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99566,0.00014533443,0.0011775495,0.0007848686,0.0008008488,0.0014314108],"domain_scores_gemma":[0.99806404,0.00016185398,0.00026144547,0.0008095559,0.00021188257,0.0004912428],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0005171893,0.000796971,0.00096441514,0.00040266782,0.00072381186,0.00044106605,0.0006855291,0.00046562785,0.00097009016],"category_scores_gemma":[0.00021949012,0.0007807476,0.00045340782,0.0012149597,0.00026725317,0.00035960393,0.00056254695,0.00097428355,0.0038973896],"study_design_candidate":"not_applicable","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":[0.0010741703,0.0010149158,0.082889356,0.011287897,0.007902202,0.0071064634,0.008170576,0.04442172,0.41472456,0.03091076,0.2099022,0.18059519],"study_design_scores_gemma":[0.005325548,0.00082322065,0.47983214,0.00309447,0.0012154502,0.00096693763,0.006632961,0.019031566,0.017362714,0.0046351086,0.45475835,0.0063215336],"about_ca_topic_score_codex":0.00017343402,"about_ca_topic_score_gemma":0.00023818055,"teacher_disagreement_score":0.39736184,"about_ca_system_score_codex":0.00022102338,"about_ca_system_score_gemma":0.00012338888,"threshold_uncertainty_score":0.99994314},"labels":[],"label_agreement":null},{"id":"W4412676100","doi":"10.1016/j.enggeo.2025.108265","title":"Geotechnical characterization of Laflamme clays from the Lac-Saint-Jean basin, Quebec","year":2025,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University; Université du Québec à Chicoutimi","funders":"Hydro-Québec; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Geology; Geotechnical engineering; Structural basin; SAINT; Characterization (materials science); Geomorphology; Materials science","score_opus":0.0036511031151665535,"score_gpt":0.16849905304310706,"score_spread":0.1648479499279405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412676100","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":[0.9315072,0.00018333747,0.064165704,0.0022118278,0.0011754694,0.00012527412,0.00002056344,0.00049743196,0.00011320127],"genre_scores_gemma":[0.9990742,0.00008572171,0.00034978884,0.00007905437,0.00012438174,0.000030259736,0.000028698183,0.00001448721,0.00021336376],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99928224,0.000021314894,0.00029460608,0.0001398223,0.000060826253,0.00020120839],"domain_scores_gemma":[0.99950624,0.00016447312,0.00002951194,0.00024324225,0.000034556917,0.000021986056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000924467,0.00014303016,0.00025593842,0.00006194624,0.00003888537,0.000011265977,0.00018849,0.00014896649,0.000103522725],"category_scores_gemma":[0.00009803362,0.000117064534,0.000058385824,0.00017361225,0.00007842185,0.00003762618,0.00009235385,0.00017935515,0.00001965798],"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":[0.000029405297,0.000031531126,0.0024610606,0.00016870283,0.00032874293,0.000006533988,0.00012316716,0.24812435,0.69463086,0.04165329,0.0009227232,0.011519637],"study_design_scores_gemma":[0.0011335411,0.00007267671,0.44323805,0.00026660704,0.000172304,0.000015626312,0.00008373923,0.19928162,0.111580394,0.0022370394,0.24107681,0.00084159715],"about_ca_topic_score_codex":0.0014147733,"about_ca_topic_score_gemma":0.00017507133,"teacher_disagreement_score":0.5830505,"about_ca_system_score_codex":0.000033172313,"about_ca_system_score_gemma":0.00000982871,"threshold_uncertainty_score":0.4773753},"labels":[],"label_agreement":null},{"id":"W4412754855","doi":"10.11159/iccste25.159","title":"Development of a Program for Calculating Soil Settlements Using Classical Geotechnical Methods: A Case Study in the City of Pucallpa","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Human settlement; Civil engineering; Geotechnical investigation; Engineering; Geology; Computer science; Waste management","score_opus":0.043320180465659844,"score_gpt":0.3218790855730354,"score_spread":0.2785589051073756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754855","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":[0.9962409,0.000008701558,0.0030425475,0.00006275932,0.00012609076,0.00044151887,0.00001649279,0.000024696135,0.000036260746],"genre_scores_gemma":[0.9829687,0.0000019045021,0.016939024,0.0000030063898,0.000007928507,0.00007183246,0.0000018641495,0.0000044241215,0.0000013420199],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918294,0.0000037507045,0.00046045604,0.00011004106,0.00015481879,0.000088005785],"domain_scores_gemma":[0.99966574,0.00004787587,0.00009381208,0.00003544407,0.00014591964,0.00001119248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002110996,0.00010660665,0.000184046,0.000081685044,0.000042437456,0.000015616606,0.00015478344,0.000038065733,0.0000032040798],"category_scores_gemma":[0.00003819675,0.000071129805,0.000045888042,0.00014434586,0.0000408348,0.000058672314,0.000017082595,0.000101871214,6.1563346e-9],"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":[0.00029284245,0.00040780625,0.0568538,0.0034364501,0.0011493189,0.0000073870406,0.013166323,0.09878249,0.6608428,0.0950315,0.000005796687,0.07002351],"study_design_scores_gemma":[0.0019089086,0.00017284483,0.22732861,0.001040256,0.00019378726,0.00004490551,0.010584238,0.64429873,0.11010285,0.003870951,0.00006406724,0.00038984919],"about_ca_topic_score_codex":0.000032693544,"about_ca_topic_score_gemma":0.00008410278,"teacher_disagreement_score":0.55073994,"about_ca_system_score_codex":0.000022711036,"about_ca_system_score_gemma":0.000016748023,"threshold_uncertainty_score":0.2900589},"labels":[],"label_agreement":null},{"id":"W4413332820","doi":"10.29313/bcsurp.v5i2.20608","title":"Diversitas Penggunaan Lahan pada Kawasan Komersial Jalan Cihampelas dan Sekitarnya","year":2025,"lang":"en","type":"article","venue":"Bandung Conference Series Urban & Regional Planning","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":"Geography","score_opus":0.01595318089693751,"score_gpt":0.20925618252730518,"score_spread":0.19330300163036768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413332820","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":[0.9404536,0.0018476894,0.00382944,0.0023786942,0.0027340113,0.00043260545,0.00007608896,0.0014974336,0.04675042],"genre_scores_gemma":[0.9975792,0.0000863401,0.00035047944,0.00010759096,0.00018099199,0.000022994342,0.00009464162,0.000015562888,0.0015621696],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986479,0.00003813572,0.00030863236,0.00033686735,0.00023295562,0.00043545957],"domain_scores_gemma":[0.9994417,0.00006401546,0.000056141238,0.00023237613,0.00009763715,0.00010812182],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008816887,0.00032305752,0.00037390916,0.00015493183,0.00039054287,0.00013512834,0.0002975069,0.00015572528,0.00012263961],"category_scores_gemma":[0.000023375915,0.00032276585,0.0001012747,0.00025111777,0.00024981072,0.00031973777,0.0001544961,0.0002864245,0.000015766242],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014992238,0.00021538956,0.12836447,0.0017176005,0.0031012963,0.00054952555,0.01070284,0.017321963,0.09595458,0.35187584,0.37221506,0.016482206],"study_design_scores_gemma":[0.0040585697,0.0004770575,0.13371025,0.002081021,0.0005843163,0.00029840413,0.032845493,0.0041864295,0.01941605,0.013014794,0.78556466,0.0037629735],"about_ca_topic_score_codex":0.000041124604,"about_ca_topic_score_gemma":0.000025397727,"teacher_disagreement_score":0.41334957,"about_ca_system_score_codex":0.00006637232,"about_ca_system_score_gemma":0.000052433617,"threshold_uncertainty_score":0.99992245},"labels":[],"label_agreement":null},{"id":"W4413332868","doi":"10.29313/bcsurp.v5i2.20730","title":"Arahan Pengendalian Pemanfaatan Ruang Berbasis Mitigasi Bencana di Wilayah Sekitar Sesar Lembang","year":2025,"lang":"en","type":"article","venue":"Bandung Conference Series Urban & Regional Planning","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":"Business","score_opus":0.017616623540798106,"score_gpt":0.2247104283926544,"score_spread":0.2070938048518563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413332868","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":[0.960822,0.0041930187,0.0027783883,0.0022226726,0.0018287463,0.000480982,0.00012046666,0.001283668,0.026270058],"genre_scores_gemma":[0.99670285,0.00019089972,0.0005270276,0.00015663775,0.00022102309,0.000070253394,0.00007761804,0.000033252865,0.0020204282],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99820095,0.00004727278,0.00046818014,0.00043803387,0.00027928362,0.0005662595],"domain_scores_gemma":[0.9992542,0.00006221089,0.000078552,0.00032958228,0.00013757423,0.0001378671],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012308727,0.00042432483,0.00049317017,0.0001937653,0.00042911578,0.00017986952,0.0003444418,0.0001812986,0.0001020999],"category_scores_gemma":[0.00003603588,0.00042619536,0.00013419263,0.00032722717,0.00026308908,0.0004086805,0.000122017096,0.00032254832,0.000024217356],"study_design_candidate":"not_applicable","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":[0.0009607019,0.00026893461,0.21253636,0.0049493467,0.0034542917,0.00073538703,0.011022979,0.037234522,0.11185834,0.30984432,0.27043006,0.036704753],"study_design_scores_gemma":[0.0030042112,0.00045769726,0.2610392,0.0067811604,0.00074408355,0.00047860623,0.018700888,0.008393008,0.03898612,0.013302041,0.64337355,0.004739397],"about_ca_topic_score_codex":0.00011711907,"about_ca_topic_score_gemma":0.00007663014,"teacher_disagreement_score":0.3729435,"about_ca_system_score_codex":0.000088099165,"about_ca_system_score_gemma":0.00008682883,"threshold_uncertainty_score":0.999819},"labels":[],"label_agreement":null},{"id":"W4413343833","doi":"10.29313/bcsurp.v5i2.21287","title":"Identifikasi Suhu Panas Permukaan Pada Bagian Wilayah Kota 1 Semarang","year":2025,"lang":"en","type":"article","venue":"Bandung Conference Series Urban & Regional Planning","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":"Environmental science","score_opus":0.01746279370210524,"score_gpt":0.22353488097421848,"score_spread":0.20607208727211324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413343833","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":[0.9537006,0.0036445034,0.005186971,0.0020123112,0.0026629742,0.0004231107,0.000053017255,0.0015244579,0.03079208],"genre_scores_gemma":[0.995553,0.0001737353,0.0002770983,0.00014245257,0.00017432125,0.00005059191,0.000048227128,0.000024655981,0.0035559114],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985199,0.00004960239,0.00040375552,0.00035263158,0.00023690733,0.00043723118],"domain_scores_gemma":[0.99935424,0.00008452431,0.000059170565,0.00028052524,0.00012878598,0.0000927295],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001479941,0.00032622105,0.0003988905,0.00015039925,0.00033016407,0.000216947,0.0002839204,0.0001559756,0.00012540698],"category_scores_gemma":[0.00004560498,0.00031821063,0.000103234,0.00027347764,0.00023452647,0.00034557795,0.00010731763,0.00027361067,0.000030490935],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010513563,0.00016413901,0.09643224,0.002716059,0.002265053,0.00048333366,0.0056671295,0.021760376,0.1945548,0.25964805,0.38864884,0.026608612],"study_design_scores_gemma":[0.0023288045,0.0002126898,0.23629633,0.003612362,0.00036695137,0.00035604672,0.009751222,0.0069295377,0.027383262,0.012592055,0.69710416,0.0030665603],"about_ca_topic_score_codex":0.00005328604,"about_ca_topic_score_gemma":0.000038079463,"teacher_disagreement_score":0.30845532,"about_ca_system_score_codex":0.00005749003,"about_ca_system_score_gemma":0.00006611242,"threshold_uncertainty_score":0.999927},"labels":[],"label_agreement":null},{"id":"W4413419146","doi":"10.55826/jtmit.v4ii.1137","title":"Pengaruh Karakteristik Material Fly Ash PLTU Bolok Dan Fly Ash PLTU Timor-1 Terhadap Nilai Kuat Tekan Beton","year":2025,"lang":"id","type":"article","venue":"Jurnal Teknologi dan Manajemen Industri Terapan","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":"Fly ash; Environmental science; Materials science; Waste management; Engineering","score_opus":0.016197612378015862,"score_gpt":0.23534575082695067,"score_spread":0.2191481384489348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413419146","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":[0.9557116,0.0007655221,0.00034647956,0.004554473,0.010166452,0.0015463287,0.00026786182,0.0016446204,0.02499666],"genre_scores_gemma":[0.97300965,0.0006109973,0.00097531494,0.00078700064,0.0020984267,0.00028225363,0.00030546254,0.00019338138,0.021737533],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9920832,0.00054263615,0.0025527044,0.0016858112,0.00086385955,0.002271806],"domain_scores_gemma":[0.9969038,0.0002124245,0.00067669456,0.0014169782,0.00030135943,0.00048875576],"candidate_categories":["metaepi_narrow","scholarly_communication","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.0008175554,0.0017614767,0.0020975275,0.00086912734,0.0012727662,0.0012139184,0.0018456763,0.0018892649,0.0009888968],"category_scores_gemma":[0.00026093097,0.0017010783,0.00056083966,0.0011064202,0.00085516926,0.0005817214,0.0015166305,0.0026489182,0.00026293326],"study_design_candidate":"not_applicable","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":[0.0021222928,0.0020947605,0.053803846,0.0033585085,0.009175788,0.002111604,0.0017636581,0.0022447933,0.46504423,0.017169056,0.26646543,0.17464602],"study_design_scores_gemma":[0.0065086093,0.0024070975,0.09706119,0.0025378289,0.0018691289,0.0006427227,0.0051009576,0.00060568086,0.14487132,0.002241391,0.7310347,0.005119361],"about_ca_topic_score_codex":0.000144603,"about_ca_topic_score_gemma":0.00014273067,"teacher_disagreement_score":0.46456927,"about_ca_system_score_codex":0.0007749017,"about_ca_system_score_gemma":0.0002675111,"threshold_uncertainty_score":0.99992436},"labels":[],"label_agreement":null},{"id":"W4413610914","doi":"10.64628/aan.xunpuxkv9","title":"Mengurangi pemakaian sedotan plastik mungkin sepele, tapi tetap langkah penting","year":2018,"lang":"id","type":"preprint","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Physics","score_opus":0.0105942727829547,"score_gpt":0.2095623377175646,"score_spread":0.19896806493460992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413610914","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":[0.63519454,0.0018674225,0.010203036,0.0014218637,0.020083757,0.0020636898,0.00039544568,0.004770082,0.32400015],"genre_scores_gemma":[0.971758,0.00068809616,0.0065122847,0.00011399951,0.0024316595,0.00015158135,0.000106928856,0.00019657977,0.018040843],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9960328,0.000119707875,0.0011771616,0.0010563852,0.00054062885,0.0010733387],"domain_scores_gemma":[0.99816537,0.00013642333,0.00029113994,0.00088603847,0.00025772097,0.0002633309],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00043292195,0.001038389,0.0012115303,0.00023575369,0.00043203228,0.00036226437,0.0006768595,0.0007327383,0.0094135385],"category_scores_gemma":[0.0001357557,0.0009694647,0.00046875587,0.00026262223,0.0002957884,0.00013706666,0.0014164723,0.000952103,0.004766353],"study_design_candidate":"not_applicable","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":[0.0010335043,0.0019212628,0.016518911,0.04017108,0.023177862,0.0011345497,0.012620157,0.067753986,0.39335075,0.036360927,0.31106916,0.094887845],"study_design_scores_gemma":[0.006813922,0.0008967942,0.037698522,0.0069112796,0.0031782787,0.00092472235,0.00806722,0.040438287,0.1311251,0.010661361,0.7384879,0.014796608],"about_ca_topic_score_codex":0.0004566433,"about_ca_topic_score_gemma":0.00029057486,"teacher_disagreement_score":0.42741874,"about_ca_system_score_codex":0.00018186266,"about_ca_system_score_gemma":0.00006335405,"threshold_uncertainty_score":0.99927557},"labels":[],"label_agreement":null},{"id":"W4413849631","doi":"10.5539/jmsr.v14n2p1","title":"Analysis of Geo-Concrete Composite for Use as a Pavement Base Course for Low-Traffic Roads","year":2025,"lang":"en","type":"article","venue":"Journal of Materials Science Research","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Course (navigation); Base course; Base (topology); Composite number; Forensic engineering; Structural engineering; Composite material; Civil engineering; Engineering; Asphalt","score_opus":0.04150195404307827,"score_gpt":0.35983201569177564,"score_spread":0.31833006164869737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413849631","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":[0.9962198,0.00011462045,0.002286344,0.00025021893,0.00064412167,0.0003480698,0.000100925485,0.000016144235,0.000019750436],"genre_scores_gemma":[0.9966917,0.00012739115,0.0030015188,0.000015428554,0.00006391557,0.000037520567,0.0000022847562,0.0000068745685,0.000053340176],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99809426,0.00007189606,0.0006802781,0.00016033188,0.00058812054,0.00040511327],"domain_scores_gemma":[0.99790394,0.00036914553,0.00014145399,0.00019187675,0.0012970106,0.00009657242],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004750332,0.00010324689,0.0005090535,0.0008937625,0.00022956297,0.00022711499,0.00042448024,0.00005026635,0.00006394549],"category_scores_gemma":[0.00037654527,0.00008091996,0.00015457394,0.0011679442,0.00045635566,0.0002441549,0.00010130371,0.00008097989,0.000001902619],"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":[0.00016549832,0.000017738605,0.00006127696,0.00019636603,0.00029907614,0.0000017521618,0.000045444016,0.01617942,0.98162276,0.00040139776,0.00026698224,0.00074229215],"study_design_scores_gemma":[0.0006283561,0.00026815318,0.0022362364,0.00017453037,0.0002951895,0.000005129293,0.00023197822,0.010372501,0.9848976,0.0003453625,0.00044202647,0.00010293501],"about_ca_topic_score_codex":0.000019532798,"about_ca_topic_score_gemma":0.0000035393325,"teacher_disagreement_score":0.005806919,"about_ca_system_score_codex":0.00010048338,"about_ca_system_score_gemma":0.00022633754,"threshold_uncertainty_score":0.32998204},"labels":[],"label_agreement":null},{"id":"W4413906696","doi":"10.61132/neptunus.v3i3.1047","title":"Analisis Kerusakan pada Beton dengan Citra Digital Menggunakan Metode Edge Canny Detection","year":2025,"lang":"en","type":"article","venue":"Neptunus","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":"Kootenay Association for Science & Technology","funders":"","keywords":"Canny edge detector; Computer science; Edge detection; Computer vision; Artificial intelligence; Image processing; Image (mathematics)","score_opus":0.0042629465863662525,"score_gpt":0.1853476817266994,"score_spread":0.18108473514033316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413906696","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":[0.9778534,0.00040550888,0.0043649864,0.0001286499,0.0014243536,0.00014049617,0.000041082632,0.00076323125,0.014878277],"genre_scores_gemma":[0.9993765,0.00004555822,0.00009215516,0.000048454902,0.00014156725,0.000037885657,0.0000074108048,0.000016549398,0.00023394806],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999182,0.000016400572,0.00023937144,0.00019398838,0.00011599821,0.00025227098],"domain_scores_gemma":[0.9996489,0.000030337305,0.000023337188,0.00019166905,0.00004417278,0.000061576364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000056050125,0.00017862281,0.00022078548,0.0001271199,0.0001425397,0.0001048495,0.00011558985,0.000104012564,0.000048248647],"category_scores_gemma":[0.000032546945,0.00017275587,0.00008437246,0.0003408076,0.00005546951,0.00013692127,0.000053913496,0.00014988982,0.00003423037],"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":[0.00007746417,0.00009563426,0.0055958503,0.00043512785,0.0010619204,0.00003576867,0.0004546853,0.0078549525,0.28386292,0.0026326098,0.00874913,0.6891439],"study_design_scores_gemma":[0.0015848771,0.00017689717,0.07143955,0.0001779224,0.00036357986,0.00005300965,0.0017263349,0.0053781928,0.6927358,0.005996694,0.21886659,0.0015005509],"about_ca_topic_score_codex":0.00013071601,"about_ca_topic_score_gemma":0.00014645729,"teacher_disagreement_score":0.68764335,"about_ca_system_score_codex":0.0000810502,"about_ca_system_score_gemma":0.0000134314705,"threshold_uncertainty_score":0.70447797},"labels":[],"label_agreement":null},{"id":"W4414485000","doi":"10.5614/j.eng.technol.sci.2025.57.5.7","title":"Advanced Geotechnical Solutions for Soft Soils: FEM Analysis and Hybrid Reinforcement in the Semarang-Demak Toll Road Project","year":2025,"lang":"en","type":"article","venue":"Journal of Engineering and Technological Sciences","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":"Levee; Subgrade; Finite element method; Geotextile; Settlement (finance); Foundation (evidence); Seabed; Bamboo; Shear strength (soil)","score_opus":0.014965732356135658,"score_gpt":0.2432165036429291,"score_spread":0.22825077128679344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414485000","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":[0.88097006,0.0022894181,0.11489642,0.001278804,0.00011041163,0.00020549691,0.0000032308049,0.00013579307,0.00011034947],"genre_scores_gemma":[0.99678516,0.0005739916,0.002575325,0.000017072247,0.000011938094,0.000028829922,1.830554e-7,0.0000016718727,0.0000058393894],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924403,0.000011126017,0.00030629578,0.000108767104,0.00011516004,0.00021462017],"domain_scores_gemma":[0.9996682,0.00017941049,0.000044251803,0.00006421092,0.000026046733,0.00001791354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00091583584,0.000097196884,0.000246115,0.00033123713,0.00013931694,0.000053439726,0.00018113987,0.00006341823,0.0000013476271],"category_scores_gemma":[0.00033152007,0.00005604432,0.00006930139,0.000725176,0.00020054403,0.00007858805,0.00006255806,0.000166987,6.979747e-8],"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":[0.000031601667,0.000043296815,0.00038751875,0.00014132967,0.00025495075,0.000010353867,0.000049669638,0.8790484,0.008104351,0.018072598,0.0001369662,0.09371893],"study_design_scores_gemma":[0.0012971468,0.0008886361,0.022780074,0.0003968524,0.00053912983,0.00023364612,0.0018421572,0.9442656,0.0040219454,0.013050944,0.01008287,0.00060100213],"about_ca_topic_score_codex":0.0000048537445,"about_ca_topic_score_gemma":0.000003828605,"teacher_disagreement_score":0.11581507,"about_ca_system_score_codex":0.000018387624,"about_ca_system_score_gemma":0.000010357945,"threshold_uncertainty_score":0.2285421},"labels":[],"label_agreement":null},{"id":"W4414619728","doi":"10.22487/peweka.v4i2.65","title":"Ketersediaan dan Kebutuhan RTH Publik sebagai Infrastruktur Evakuasi Bencana di Kawasan Perkotaan: Studi Kasus Kecamatan Palu Timur, Kota Palu","year":2025,"lang":"id","type":"article","venue":"Jurnal PeWeKa Tadulako","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":"Demolition; Social assistance","score_opus":0.00707779273191616,"score_gpt":0.2180975104838591,"score_spread":0.21101971775194295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414619728","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":[0.9432616,0.0044948356,0.0011059298,0.0037121312,0.012470583,0.0012425269,0.000533394,0.0010671348,0.032111853],"genre_scores_gemma":[0.992687,0.0016318958,0.00044256437,0.00041830164,0.0015742357,0.00013883325,0.0001266205,0.00015128711,0.0028292944],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99328077,0.00033175352,0.0019665211,0.0013493168,0.0011398996,0.0019317465],"domain_scores_gemma":[0.9966405,0.00023781217,0.00047259883,0.0013498894,0.00060775154,0.0006914355],"candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.00071581424,0.001428506,0.001718753,0.0007327751,0.0010706487,0.001000977,0.0012764574,0.0007103082,0.00086787366],"category_scores_gemma":[0.00039733783,0.001390735,0.0006939427,0.0014679201,0.0005777564,0.0006666214,0.0010350876,0.00160327,0.00031192484],"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":[0.002132111,0.0032830236,0.38000605,0.012200771,0.02351339,0.0016254351,0.007603507,0.021681475,0.07947377,0.039025955,0.19449456,0.23495996],"study_design_scores_gemma":[0.008830919,0.0014518619,0.61410713,0.0033100748,0.0028953922,0.00044362832,0.008635278,0.0066452655,0.006119643,0.0030690415,0.3385783,0.005913448],"about_ca_topic_score_codex":0.00036825406,"about_ca_topic_score_gemma":0.0005282154,"teacher_disagreement_score":0.23410109,"about_ca_system_score_codex":0.0006691634,"about_ca_system_score_gemma":0.00047810617,"threshold_uncertainty_score":0.9998465},"labels":[],"label_agreement":null},{"id":"W4414826380","doi":"10.33084/mits.v13i3.10869","title":"Analisis Kemampuan Pasir Dari Pantai Nirwana Kota Padang Dan Pasir Dari Pantai Kawasan Mandeh Pesisir Selatan Sebagai Pengganti Pasir Ottawa Dalam Pengujian Sandcone","year":2025,"lang":"en","type":"article","venue":"Media Ilmiah Teknik Sipil","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Gradation; Specific gravity; Granulometry; Particle-size distribution; Hydrology (agriculture)","score_opus":0.005139378454416069,"score_gpt":0.19386371383783677,"score_spread":0.1887243353834207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414826380","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":[0.9715281,0.0017761583,0.0011906201,0.0020606627,0.0045224195,0.0010895291,0.00037341798,0.0025403954,0.014918686],"genre_scores_gemma":[0.995405,0.0010806117,0.0010602198,0.00032278534,0.0008143636,0.00017534634,0.00034598817,0.00017765109,0.0006180335],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9941584,0.00029293963,0.001663033,0.0013263883,0.0009251907,0.0016340681],"domain_scores_gemma":[0.996916,0.0004982032,0.00028375996,0.0014982861,0.0002687981,0.00053493364],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007854023,0.0012363234,0.0016821169,0.0006295797,0.00086761656,0.00042628704,0.0011195474,0.0006600272,0.0005072035],"category_scores_gemma":[0.0003655323,0.0011595122,0.00043056576,0.0013943313,0.0005550373,0.000510611,0.0005843243,0.0011119613,0.00014431751],"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":[0.0008023524,0.0018235501,0.23738106,0.0065963534,0.007600753,0.0015746729,0.0094371075,0.004955144,0.3767137,0.027853113,0.13753259,0.18772963],"study_design_scores_gemma":[0.012626555,0.0006731115,0.35638827,0.0023947088,0.0030702557,0.00046118814,0.026688993,0.0054023084,0.20804654,0.005394119,0.3701778,0.008676127],"about_ca_topic_score_codex":0.00031291027,"about_ca_topic_score_gemma":0.0009803605,"teacher_disagreement_score":0.23264523,"about_ca_system_score_codex":0.00031593395,"about_ca_system_score_gemma":0.00018818825,"threshold_uncertainty_score":0.9990855},"labels":[],"label_agreement":null},{"id":"W4414904647","doi":"10.22487/renstra.v6i2.716","title":"Pengaruh Menghilangkan Dinding Geser Terhadap Perilaku Stuktur Gedung 11 Lantai dengan Denah L-Shaped","year":2025,"lang":"en","type":"article","venue":"REKONSTRUKSI TADULAKO Civil Engineering Journal on Research and Development","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":"Shear wall; Structural integrity; Shear (geology); Retaining wall; Structural system; Plan (archaeology)","score_opus":0.023287788196608962,"score_gpt":0.2644869999904843,"score_spread":0.24119921179387535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414904647","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":[0.98426133,0.0016049766,0.008664375,0.0003742131,0.001360255,0.00037424683,0.000006964525,0.00046244284,0.0028912155],"genre_scores_gemma":[0.99469763,0.00103165,0.0034748642,0.000038793696,0.00018313603,0.0000638469,0.0000056346253,0.000044992103,0.00045945073],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9973188,0.000076818666,0.0006194463,0.0003511799,0.00068304857,0.0009506905],"domain_scores_gemma":[0.9989158,0.00026922766,0.000046397938,0.00022005338,0.00018590986,0.00036260684],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010924995,0.00038434417,0.00045764507,0.00077456975,0.00075133296,0.0003973256,0.00032139424,0.0001599228,0.000105305786],"category_scores_gemma":[0.00018685832,0.00033481512,0.000073101255,0.0004307301,0.00010990178,0.0001706898,0.0002401096,0.0010860043,0.00002564898],"study_design_candidate":"not_applicable","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":[0.0015089101,0.0016658268,0.09455247,0.01030597,0.008406302,0.003936366,0.008437986,0.15880321,0.34916,0.07888992,0.037489288,0.24684377],"study_design_scores_gemma":[0.008181263,0.00094145816,0.19024377,0.008583318,0.00014422752,0.0029588386,0.006807946,0.04321278,0.11394491,0.0018852692,0.61830646,0.004789746],"about_ca_topic_score_codex":0.000004748837,"about_ca_topic_score_gemma":0.00005923138,"teacher_disagreement_score":0.58081716,"about_ca_system_score_codex":0.00033745283,"about_ca_system_score_gemma":0.00015179017,"threshold_uncertainty_score":0.9999104},"labels":[],"label_agreement":null},{"id":"W4414905163","doi":"10.22487/renstra.v6i2.729","title":"Pengaruh Penambahan Dinding Geser Terhadap Perilaku Struktur pada Gedung Bertingkat 10 Lantai di Kota Malang","year":2025,"lang":"en","type":"article","venue":"REKONSTRUKSI TADULAKO Civil Engineering Journal on Research and Development","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":"Shear wall; Stiffness; Shear (geology); Structural system; Structural load; Structural integrity; Shear strength (soil)","score_opus":0.020515312547991254,"score_gpt":0.2574679733710007,"score_spread":0.23695266082300945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414905163","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":[0.98630846,0.0013747222,0.004716087,0.00045185734,0.0012837078,0.00033131998,0.000008070741,0.0004005642,0.005125221],"genre_scores_gemma":[0.9953614,0.0008134902,0.0025191195,0.00002682119,0.0001930503,0.00005758296,0.000006460579,0.0000489883,0.00097307545],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9971738,0.000064756365,0.0006476038,0.00037528534,0.00069990446,0.0010386517],"domain_scores_gemma":[0.9988914,0.00026438918,0.000055525707,0.0002387672,0.00019432577,0.00035559307],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00093904184,0.00040335587,0.00045967277,0.0006811136,0.00075907045,0.00045049208,0.00032825602,0.00016720196,0.00023573419],"category_scores_gemma":[0.00020600497,0.00035042356,0.000076779674,0.00042144232,0.0001152613,0.00019104771,0.00029894168,0.0011243493,0.00003462349],"study_design_candidate":"not_applicable","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":[0.0014476271,0.001043383,0.05237979,0.009127733,0.0059263255,0.002711342,0.004809552,0.18794644,0.24873757,0.026197623,0.045169406,0.4145032],"study_design_scores_gemma":[0.007259432,0.0011669444,0.24750218,0.010999331,0.00013455805,0.0030574335,0.0056906925,0.04840197,0.11799433,0.0015376161,0.5511399,0.0051156026],"about_ca_topic_score_codex":0.0000056341096,"about_ca_topic_score_gemma":0.000025787816,"teacher_disagreement_score":0.5059705,"about_ca_system_score_codex":0.0003503937,"about_ca_system_score_gemma":0.00014762106,"threshold_uncertainty_score":0.9998948},"labels":[],"label_agreement":null},{"id":"W4414924227","doi":"10.25105/v2i1.19403","title":"ANALISIS PENGARUH PENERAPAN MANAJEMEN RANTAI PASOK PENGADAAN MATERIAL TERHADAP KINERJA PROYEK KONSTRUKSI (Studi Kasus pada Proyek Pembangunan Jalan Tol Cinere – Jagorawi Seksi 3)","year":2024,"lang":"id","type":"article","venue":"Jurnal Rekayasa Lingkungan Terbangun Berkelanjutan","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":"Production (economics); Context (archaeology)","score_opus":0.00879594081589454,"score_gpt":0.22238760762992318,"score_spread":0.21359166681402864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414924227","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":[0.95633733,0.007731504,0.0002762358,0.0030553385,0.013027931,0.0027445545,0.0010907773,0.0027415943,0.012994707],"genre_scores_gemma":[0.98529387,0.0017384366,0.0010292832,0.00025131291,0.0058329343,0.00036780568,0.00052755704,0.000604187,0.00435459],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9892403,0.0006798894,0.0030482938,0.0024330174,0.0018098836,0.0027886424],"domain_scores_gemma":[0.99594724,0.00043151068,0.00061847095,0.0015190969,0.0004720493,0.0010116445],"candidate_categories":["metaepi_narrow","sts","scholarly_communication","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0013101787,0.0024615412,0.0025809773,0.00091448904,0.0013570292,0.0025864705,0.0014856751,0.0010004123,0.0013802225],"category_scores_gemma":[0.0002776508,0.0021995448,0.0010309332,0.0014904311,0.0006340326,0.00088888896,0.000857188,0.0024796354,0.00035370505],"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":[0.0031684013,0.0021854204,0.011571652,0.020238396,0.015003446,0.015270078,0.014216189,0.0022626482,0.7139937,0.01047153,0.07122918,0.120389335],"study_design_scores_gemma":[0.015087064,0.007938386,0.029443698,0.014952183,0.009494079,0.0148828495,0.027998906,0.01186723,0.19598944,0.002850347,0.65051085,0.018984973],"about_ca_topic_score_codex":0.00056828343,"about_ca_topic_score_gemma":0.00040574715,"teacher_disagreement_score":0.5792816,"about_ca_system_score_codex":0.00080699654,"about_ca_system_score_gemma":0.0003767529,"threshold_uncertainty_score":0.9999431},"labels":[],"label_agreement":null},{"id":"W4415012717","doi":"10.31292/wb.v5i2.249","title":"Dinamika Perubahan Tutupan Lahan dan Tantangan Kebijakan Tata Ruang di Kabupaten Wonogiri, Jawa Tengah, Indonesia","year":2025,"lang":"en","type":"article","venue":"Widya Bhumi","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":"Land cover; Vegetation (pathology); Land use; Urbanization; Development plan; Spatial planning","score_opus":0.005607988659690163,"score_gpt":0.19909140022193036,"score_spread":0.1934834115622402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415012717","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":[0.977492,0.00077034015,0.0008345897,0.00068181404,0.0014742238,0.000296683,0.000055199,0.0011437467,0.017251428],"genre_scores_gemma":[0.9981509,0.00019426354,0.00023002614,0.00008383931,0.00018288688,0.00008530667,0.00003512834,0.000045627366,0.0009920247],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9984086,0.000054811902,0.00043633228,0.0003879657,0.00018811949,0.00052417594],"domain_scores_gemma":[0.9992332,0.000048798698,0.000053163203,0.0004887719,0.00006443326,0.00011162785],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00014882824,0.00036352937,0.00045108108,0.00018191684,0.00030520852,0.00011472364,0.00038628242,0.00017543754,0.00008976775],"category_scores_gemma":[0.00003700775,0.00033458375,0.000106407046,0.00043932715,0.00017646729,0.00017320242,0.00022025686,0.00031090467,0.00009373715],"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":[0.00022720556,0.0004036118,0.13963728,0.0020302339,0.0016996162,0.00025695376,0.0028763723,0.0046963156,0.6032305,0.044972785,0.016574748,0.18339437],"study_design_scores_gemma":[0.0035661014,0.00034458068,0.6968635,0.0010651102,0.00054104795,0.00015388869,0.005497828,0.0066731456,0.08608026,0.0048064706,0.19104284,0.0033652412],"about_ca_topic_score_codex":0.00005749603,"about_ca_topic_score_gemma":0.00007324593,"teacher_disagreement_score":0.5572262,"about_ca_system_score_codex":0.00009036539,"about_ca_system_score_gemma":0.000026123056,"threshold_uncertainty_score":0.9999106},"labels":[],"label_agreement":null},{"id":"W4415119983","doi":"10.63824/jptsp.v12i2.325","title":"PERAN DANTON LAPANGAN DALAM PEMELIHARAAN FUNGSIONAL ATAP PADA BANGUNAN RUMAH DINAS PRAJURIT YONZIPUR 9/LLB GUNA MENDUKUNG TUGAS POKOK SATUAN","year":2025,"lang":"id","type":"article","venue":"JURNAL TEKNIK SIPIL PERTAHANAN","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":"","score_opus":0.007691025341600657,"score_gpt":0.22543560344491897,"score_spread":0.21774457810331832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415119983","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":[0.92739356,0.019691436,0.00014342896,0.012184423,0.011406186,0.0013634029,0.0004592804,0.0013096005,0.02604869],"genre_scores_gemma":[0.9528707,0.0041461145,0.00032727091,0.0006503056,0.0016190625,0.00012967698,0.00013957055,0.00019135713,0.03992593],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9930841,0.0003535381,0.0018724793,0.0014201617,0.0012796429,0.0019901071],"domain_scores_gemma":[0.9969179,0.00030307606,0.0004449737,0.0011382805,0.00044932586,0.0007464205],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.00084202574,0.0014401381,0.001700219,0.00063835963,0.0014042075,0.0006834569,0.0011356878,0.0008020859,0.0016436469],"category_scores_gemma":[0.00047186555,0.0013568043,0.00078453164,0.0010879778,0.00036111995,0.0005893689,0.0007777434,0.001635621,0.0005507878],"study_design_candidate":"not_applicable","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":[0.0012299505,0.0015638329,0.016901296,0.004132143,0.0052926806,0.00066806655,0.0030683596,0.0010056613,0.7985048,0.019809397,0.088368304,0.0594555],"study_design_scores_gemma":[0.006120636,0.00089947076,0.07685192,0.0037552547,0.0017974401,0.0004376159,0.003529306,0.0020078935,0.07658569,0.001597571,0.8223192,0.004098003],"about_ca_topic_score_codex":0.00067424035,"about_ca_topic_score_gemma":0.0008327037,"teacher_disagreement_score":0.7339509,"about_ca_system_score_codex":0.00084704964,"about_ca_system_score_gemma":0.00043387795,"threshold_uncertainty_score":0.9998958},"labels":[],"label_agreement":null},{"id":"W4415120018","doi":"10.63824/jptsp.v12i2.328","title":"ULTRA-HIGH-PERFORMANCE CONCRETE (UHPC): TINJAUAN ARSITEKTURAL DALAM RANCANGAN STRUKTURAL","year":2025,"lang":"id","type":"article","venue":"JURNAL TEKNIK SIPIL PERTAHANAN","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":"Universal joint","score_opus":0.006135525338989089,"score_gpt":0.20266194724037032,"score_spread":0.19652642190138123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415120018","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":[0.9766224,0.0033966578,0.000055373363,0.001309432,0.0063052266,0.00045388233,0.00006710768,0.0005183564,0.011271567],"genre_scores_gemma":[0.9848525,0.0027985496,0.00021198801,0.00029508106,0.00087148696,0.000046557165,0.000043333137,0.00007353838,0.010806964],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9963794,0.00012385368,0.00112221,0.00070536346,0.00049929554,0.0011698898],"domain_scores_gemma":[0.998495,0.00013968344,0.00023324182,0.0006216757,0.00023097418,0.00027946997],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026955153,0.0008490123,0.001104905,0.00030709253,0.0007585575,0.00032056804,0.0006656275,0.00042338806,0.00038257797],"category_scores_gemma":[0.00010994524,0.0007640023,0.00033625177,0.0007363817,0.0004195248,0.00042846403,0.00017963465,0.00096042844,0.00032794964],"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":[0.0008351558,0.000098224984,0.010050381,0.0028496971,0.0024932427,0.00013605581,0.0010531455,0.0031425427,0.89593935,0.0102233635,0.0094661955,0.06371265],"study_design_scores_gemma":[0.008883508,0.0014210957,0.25030985,0.0040256074,0.0016263742,0.00048570425,0.0022524586,0.008093998,0.5079022,0.0007794449,0.20926188,0.0049578915],"about_ca_topic_score_codex":0.000279148,"about_ca_topic_score_gemma":0.00008144371,"teacher_disagreement_score":0.38803717,"about_ca_system_score_codex":0.00025835613,"about_ca_system_score_gemma":0.00014484473,"threshold_uncertainty_score":0.9994811},"labels":[],"label_agreement":null},{"id":"W4415120077","doi":"10.63824/jptsp.v12i2.327","title":"POTENSI DUAL-USE BUILDING DALAM MENDUKUNG DARURAT BENCANA","year":2025,"lang":"id","type":"article","venue":"JURNAL TEKNIK SIPIL PERTAHANAN","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":"Fire safety; Informatics engineering; Poison control","score_opus":0.011260021441153997,"score_gpt":0.23053874912107553,"score_spread":0.21927872767992151,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415120077","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":[0.9624085,0.0071378057,0.001636556,0.0048832376,0.009960593,0.0006243522,0.00009350048,0.00088568067,0.012369799],"genre_scores_gemma":[0.9838677,0.0021304952,0.0008782604,0.00038361675,0.00066518766,0.00003404965,0.000014176602,0.00008354732,0.011942951],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.996584,0.0001212566,0.0010773845,0.0007084117,0.00047812873,0.0010308375],"domain_scores_gemma":[0.9984251,0.00019098907,0.0001871249,0.0006436147,0.00027382598,0.00027929983],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030400755,0.0007322012,0.0009464376,0.00041781113,0.00076546054,0.0005696386,0.00038419853,0.00040266133,0.00024917937],"category_scores_gemma":[0.00031190948,0.00069582846,0.00035964025,0.0007765498,0.00024500713,0.0004946468,0.00039580886,0.0007641043,0.0001341238],"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":[0.00020543578,0.0002925613,0.0033645786,0.0010450481,0.0024598474,0.00049201475,0.0006076323,0.004586966,0.8674223,0.044399884,0.03099212,0.044131637],"study_design_scores_gemma":[0.003934415,0.0005200326,0.075571895,0.0041711815,0.0021768943,0.00066708436,0.0029299436,0.00887588,0.14902565,0.0045315325,0.74326557,0.0043299207],"about_ca_topic_score_codex":0.0004544988,"about_ca_topic_score_gemma":0.00019554146,"teacher_disagreement_score":0.7183966,"about_ca_system_score_codex":0.00032982463,"about_ca_system_score_gemma":0.00015985766,"threshold_uncertainty_score":0.99954927},"labels":[],"label_agreement":null},{"id":"W4415120135","doi":"10.63824/jptsp.v12i2.326","title":"PEMBANGUNAN RUMAH TAHAN GEMPA METODE IN SITU PASCA BENCANA GEMPA BUMI","year":2025,"lang":"id","type":"article","venue":"JURNAL TEKNIK SIPIL PERTAHANAN","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":"Government (linguistics); Marie curie","score_opus":0.007995676909649736,"score_gpt":0.22774234490102693,"score_spread":0.2197466679913772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415120135","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":[0.94835514,0.0092127165,0.00038918835,0.00459352,0.004773984,0.00072308327,0.00008206648,0.0004985233,0.031371787],"genre_scores_gemma":[0.9865113,0.002389487,0.00020416063,0.00042432212,0.00055704825,0.00009846967,0.000022368742,0.00009061328,0.009702218],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99552256,0.00019559685,0.0014622306,0.0008849566,0.0005684707,0.0013661995],"domain_scores_gemma":[0.998329,0.00015721386,0.00022410182,0.0007824448,0.00018032457,0.0003269206],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00050715497,0.0008976635,0.0013394302,0.0008315361,0.00046063014,0.00030658892,0.0007798273,0.0005244264,0.00044127033],"category_scores_gemma":[0.00022637357,0.0008701122,0.0004659253,0.0013233238,0.0002886339,0.00032967518,0.00042544786,0.0010304577,0.00038381782],"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":[0.00055308774,0.0010808555,0.0082054455,0.0030241357,0.002422459,0.00067271444,0.0034802307,0.0057123103,0.83516127,0.014839613,0.033806447,0.09104145],"study_design_scores_gemma":[0.009848317,0.0010860468,0.2898221,0.006369454,0.0019194508,0.00033511,0.011705594,0.006901281,0.23992229,0.009203712,0.4159217,0.0069649755],"about_ca_topic_score_codex":0.0017415967,"about_ca_topic_score_gemma":0.0053459196,"teacher_disagreement_score":0.595239,"about_ca_system_score_codex":0.00051840127,"about_ca_system_score_gemma":0.00023997012,"threshold_uncertainty_score":0.999375},"labels":[],"label_agreement":null},{"id":"W4415120167","doi":"10.63824/jptsp.v12i2.323","title":"PERBANDINGAN EFEKTIVITAS DAN EFISIENSI PENGGUNAAN BATU BATA HITAM RAMAH LINGKUNGAN DENGAN PENGGUNAAN BATU BATA MERAH TRADISIONAL","year":2025,"lang":"id","type":"article","venue":"JURNAL TEKNIK SIPIL PERTAHANAN","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":"Consumer demand; Technical analysis; Working hours","score_opus":0.009978325619692469,"score_gpt":0.2303200272502402,"score_spread":0.22034170163054773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415120167","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":[0.9469674,0.014469839,0.00078392646,0.0060709235,0.011478327,0.001517202,0.0005015841,0.0014350257,0.016775733],"genre_scores_gemma":[0.98483104,0.0023612822,0.0007362602,0.0007177731,0.0017239661,0.000111384164,0.00022196936,0.00028187208,0.009014446],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9911337,0.0005880305,0.0024199318,0.002046107,0.001441667,0.0023705796],"domain_scores_gemma":[0.99538416,0.0008666334,0.0005061624,0.0017562894,0.0004947861,0.000991985],"candidate_categories":["metaepi_narrow","sts","scholarly_communication","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0013484554,0.001956877,0.002347741,0.0009991276,0.0022522903,0.0010560773,0.0018629134,0.0010734556,0.0006748614],"category_scores_gemma":[0.0010023213,0.0018865834,0.001103371,0.0016087295,0.000755833,0.00083512464,0.001009452,0.0028056426,0.00041575442],"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":[0.0014765273,0.0023589055,0.009100222,0.0042064027,0.0070549725,0.0011120602,0.0054684295,0.0029864912,0.7553642,0.03851242,0.1038424,0.06851701],"study_design_scores_gemma":[0.011596696,0.002111249,0.111675456,0.0068341065,0.0043653403,0.0015223101,0.009761734,0.013127725,0.151288,0.0030745205,0.6752217,0.009421188],"about_ca_topic_score_codex":0.0003462948,"about_ca_topic_score_gemma":0.00047600377,"teacher_disagreement_score":0.60407615,"about_ca_system_score_codex":0.0006858702,"about_ca_system_score_gemma":0.00052634533,"threshold_uncertainty_score":0.9999809},"labels":[],"label_agreement":null},{"id":"W4415183158","doi":"10.31869/rtj.v8i2.6697","title":"FAKTOR DOMINAN PENERAPAN SMKK PADA PROYEK PEMBANGUNAN PASAR RAYA KOTA PADANG","year":2025,"lang":"en","type":"article","venue":"Rang Teknik Journal","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":"Quality (philosophy); Data collection; Management system; Project management; Compliance (psychology)","score_opus":0.003179245043019859,"score_gpt":0.1882708580551023,"score_spread":0.18509161301208243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415183158","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":[0.978238,0.0033934275,0.0060763913,0.0017285288,0.0040258733,0.0002872863,0.000018344248,0.0005836386,0.0056485026],"genre_scores_gemma":[0.9960203,0.00037687845,0.0017219981,0.00009927785,0.00047942446,0.00001660687,0.000002142256,0.000026179148,0.0012571665],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.998879,0.00004910157,0.00038168055,0.00015267992,0.00017892887,0.00035860413],"domain_scores_gemma":[0.99955106,0.000037095644,0.00005882294,0.00018337606,0.00007490511,0.00009476562],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023354011,0.00020524289,0.0003050107,0.00013573313,0.00032577387,0.00014390901,0.00022500288,0.00009151542,0.00017502968],"category_scores_gemma":[0.000043354023,0.00016736813,0.00014245501,0.00020543417,0.0000632715,0.00012735232,0.00006295487,0.00032424554,0.00004769412],"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":[0.00022183884,0.00016653321,0.0032396226,0.0006694815,0.001098251,0.00022458482,0.0009272177,0.005792009,0.6362802,0.0047280216,0.12582573,0.2208265],"study_design_scores_gemma":[0.009232782,0.00035568676,0.034964867,0.00147337,0.00063562935,0.0017098077,0.0038441923,0.005654914,0.26160568,0.020251244,0.6576175,0.0026543445],"about_ca_topic_score_codex":0.000019415696,"about_ca_topic_score_gemma":0.000016848753,"teacher_disagreement_score":0.53179175,"about_ca_system_score_codex":0.000079471014,"about_ca_system_score_gemma":0.00003975703,"threshold_uncertainty_score":0.6825074},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9261439,0.0040759495,0.0027902273,0.0030446025,0.012928038,0.001007257,0.00010646008,0.0009209753,0.04898258],"genre_scores_gemma":[0.97947854,0.005350734,0.0006943545,0.00034093182,0.0013897811,0.000108043736,0.000027242108,0.00013964083,0.012470732],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9934527,0.00029481095,0.0021766266,0.001300607,0.0010180451,0.0017572105],"domain_scores_gemma":[0.99711096,0.0003306092,0.00047266055,0.0011073792,0.00049898424,0.0004794022],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.00079272804,0.0013789411,0.0017106483,0.0006418934,0.0010773318,0.0006734786,0.0009935343,0.0008981027,0.0011888074],"category_scores_gemma":[0.00047408917,0.0013157299,0.0007415687,0.0011886549,0.00047153674,0.0006030529,0.0008160087,0.0017229718,0.00028618122],"study_design_candidate":"not_applicable","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":[0.002250159,0.001988279,0.02405098,0.009174204,0.006393995,0.0012679797,0.0028575445,0.01849268,0.41210073,0.11484835,0.052133422,0.35444167],"study_design_scores_gemma":[0.013390216,0.0017536746,0.30413446,0.007833303,0.0028981033,0.00095902814,0.006329792,0.009172131,0.055757593,0.011672409,0.5778601,0.008239202],"about_ca_topic_score_codex":0.00008640995,"about_ca_topic_score_gemma":0.00014532353,"teacher_disagreement_score":0.5257267,"about_ca_system_score_codex":0.00049632567,"about_ca_system_score_gemma":0.0003030991,"threshold_uncertainty_score":0.9998961},"labels":[],"label_agreement":null},{"id":"W4416120232","doi":"10.4236/gm.2025.153005","title":"Swelling Soil Settlement Prevention by Stabilization with Quicklime Column in Diamniadio (Senegal)","year":2025,"lang":"","type":"article","venue":"Geomaterials","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Settlement (finance); Shrinkage; Context (archaeology); Arid; Soil water; Human settlement; Pore water pressure","score_opus":0.0044185257385912086,"score_gpt":0.20807530206362954,"score_spread":0.2036567763250383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416120232","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":[0.9848768,0.0014478749,0.008512479,0.0003883508,0.0024978055,0.0011461802,0.00031679697,0.00028334928,0.00053033716],"genre_scores_gemma":[0.99643373,0.0015398655,0.00052957505,0.000049768812,0.00014796849,0.00032062829,0.00016078878,0.000047380443,0.00077031506],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99697775,0.00024316554,0.0012573078,0.0005795931,0.00028145371,0.0006607592],"domain_scores_gemma":[0.99915624,0.00006165418,0.0002154273,0.0003761701,0.00011406951,0.0000764379],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006764839,0.0004649959,0.0008015752,0.00021568035,0.00020450151,0.0002596722,0.00019854409,0.0002628839,0.0009925375],"category_scores_gemma":[0.000045773868,0.00046757917,0.00007742288,0.0005287609,0.00013153917,0.00024982097,0.00015121695,0.00011894646,0.000067206354],"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":[0.0005151662,0.00038615844,0.004016181,0.0029445384,0.0005163265,0.000010867863,0.0005038452,0.07468914,0.9028852,0.0013841848,0.0028366274,0.009311779],"study_design_scores_gemma":[0.0055457745,0.00063301786,0.012757546,0.003989564,0.0005612246,0.000014521266,0.0014596032,0.0043052053,0.94866157,0.004867819,0.015302597,0.0019015574],"about_ca_topic_score_codex":0.00034175365,"about_ca_topic_score_gemma":0.0004374686,"teacher_disagreement_score":0.070383936,"about_ca_system_score_codex":0.00027566883,"about_ca_system_score_gemma":0.000098775534,"threshold_uncertainty_score":0.99992067},"labels":[],"label_agreement":null},{"id":"W565895934","doi":"","title":"Mechanistic Design: A Modeling Case Study for the City of Saskatoon","year":2013,"lang":"en","type":"article","venue":"2013 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: BETTER - FASTER - SAFER","topic":"Geotechnical and construction materials studies","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":"Subgrade; Gradation; Geotechnical engineering; Subdivision; Drainage; Civil engineering; Aggregate (composite); Structural engineering; Engineering; Environmental science; Computer science; Materials science","score_opus":0.019567251663225184,"score_gpt":0.19515260228339415,"score_spread":0.17558535062016897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W565895934","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":[0.9188256,0.000029940722,0.07851026,0.0011730987,0.00023581438,0.00091847224,0.0002671368,0.00002225717,0.000017359222],"genre_scores_gemma":[0.9990053,0.000019233916,0.0006050486,0.00007536453,0.00002120472,0.00016971158,0.000030300533,0.00001367717,0.000060137663],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99851996,0.000049342972,0.00075358315,0.00015234157,0.00036358944,0.00016121536],"domain_scores_gemma":[0.9988134,0.00014830529,0.00031216262,0.00015331185,0.0005336137,0.000039187573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020495176,0.00016805615,0.00031003883,0.000045136716,0.00014341147,0.000019480105,0.000106110325,0.000077949866,0.00017093714],"category_scores_gemma":[0.00000937598,0.00012423584,0.00008630651,0.00012414607,0.000048154623,0.00019954704,0.000002028453,0.000091119386,3.2979997e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008003084,0.00116691,0.16103935,0.0050846827,0.0054161116,0.00004004868,0.058412228,0.6100187,0.11350468,0.00879172,0.01052365,0.025201641],"study_design_scores_gemma":[0.008992939,0.0008720565,0.67468727,0.00075029,0.0030562738,0.000020785876,0.04608802,0.20375274,0.0459196,0.013565159,0.0004919466,0.0018029356],"about_ca_topic_score_codex":0.037961837,"about_ca_topic_score_gemma":0.22445613,"teacher_disagreement_score":0.5136479,"about_ca_system_score_codex":0.000040090996,"about_ca_system_score_gemma":0.00009251444,"threshold_uncertainty_score":0.96844447},"labels":[],"label_agreement":null},{"id":"W578787043","doi":"10.17226/13941","title":"Use of Geophysics for Transportation Projects","year":2006,"lang":"en","type":"book","venue":"Transportation Research Board eBooks","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":13,"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":"Geophysics; Geology; Engineering; Computer science; Earth science","score_opus":0.07561714093228292,"score_gpt":0.2839820056291918,"score_spread":0.20836486469690887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W578787043","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49444345,0.0011306497,0.04075658,0.00024931913,0.0042121103,0.02842022,0.04137776,0.005542192,0.3838677],"genre_scores_gemma":[0.16945466,0.0001815382,0.007330955,0.000024845343,0.0007900099,0.0023391948,0.006489568,0.00047574134,0.8129135],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99801576,0.000024590041,0.0006772391,0.0003052649,0.0005904721,0.00038665583],"domain_scores_gemma":[0.9988387,0.00018954673,0.00010636279,0.00024149298,0.00055969396,0.0000641688],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016733403,0.0002895922,0.00049741496,0.0002654861,0.00010579654,0.000036824924,0.0001477137,0.00033481244,0.00002219637],"category_scores_gemma":[0.00000727652,0.0002998218,0.00022841073,0.000075411,0.0002595626,0.00008849304,0.0000019347701,0.0003653491,0.000008764657],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016057892,0.00026766935,0.00044377142,0.036661755,0.0021653268,0.00008149344,0.003974498,0.038769662,0.06723081,0.26207668,0.523547,0.06317557],"study_design_scores_gemma":[0.0016782332,0.00056350353,0.013443554,0.0011486729,0.00047503776,3.7071763e-7,0.00012203139,0.00057526695,0.024970444,0.05792448,0.89762706,0.0014713355],"about_ca_topic_score_codex":0.00024588694,"about_ca_topic_score_gemma":0.0013224861,"teacher_disagreement_score":0.42904577,"about_ca_system_score_codex":0.000076306234,"about_ca_system_score_gemma":0.00015741683,"threshold_uncertainty_score":0.9999454},"labels":[],"label_agreement":null},{"id":"W606782917","doi":"","title":"Two Projects - Different Eras; Different Tools; Similar Results","year":2014,"lang":"fr","type":"article","venue":"Transportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du Canada","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Bridge (graph theory); Engineering; Transport engineering; Privilege (computing); Variety (cybernetics); Civil engineering; Computer science; Political science; Law","score_opus":0.007061225021862619,"score_gpt":0.1885009965376032,"score_spread":0.18143977151574056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W606782917","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":[0.9228716,0.0009195928,0.010868052,0.03839205,0.006404967,0.0022179373,0.016813833,0.00025664415,0.0012553275],"genre_scores_gemma":[0.9856337,0.0062372107,0.0003767422,0.00055211183,0.0009904235,0.0002125781,0.0046462486,0.00013643746,0.0012145917],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9903445,0.0008883127,0.0034252417,0.0011540792,0.0027611593,0.0014266643],"domain_scores_gemma":[0.9923253,0.0008057757,0.0032908223,0.00070429436,0.0021932863,0.00068052416],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.001644168,0.0013089415,0.0018871434,0.00027128492,0.00077163713,0.00015956051,0.00060097896,0.0009086189,0.0010385377],"category_scores_gemma":[0.00009489155,0.0012903776,0.0007157986,0.00042546692,0.000349921,0.0012474249,0.000010710778,0.0009811705,0.000005684413],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001823995,0.00094497384,0.5920616,0.0045315814,0.0029761132,0.0000758847,0.009459027,0.06789784,0.008413008,0.02582117,0.28319544,0.002799411],"study_design_scores_gemma":[0.007198518,0.0002901805,0.8878788,0.00084863475,0.0021267952,0.000010132791,0.0014172286,0.0011154849,0.011604946,0.0011657705,0.084722824,0.0016207243],"about_ca_topic_score_codex":0.4983553,"about_ca_topic_score_gemma":0.96537316,"teacher_disagreement_score":0.46701786,"about_ca_system_score_codex":0.0028392717,"about_ca_system_score_gemma":0.0023756386,"threshold_uncertainty_score":0.9999662},"labels":[],"label_agreement":null},{"id":"W612398901","doi":"","title":"FLAC and numerical modeling in geomechanics : proceedings of the third International FLAC Symposium, 21-24 October 2003, Sudbury, Ontario, Canada","year":2003,"lang":"en","type":"book","venue":"A.A. Balkema eBooks","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Geomechanics; Geotechnical engineering; Volume (thermodynamics); Geology; Engineering","score_opus":0.007168221281371492,"score_gpt":0.16067391596664696,"score_spread":0.15350569468527547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W612398901","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06554655,0.00061291584,0.0007235697,0.000277106,0.0071810684,0.0012074042,0.00013741553,0.00021591915,0.9240981],"genre_scores_gemma":[0.3434223,0.00018188705,0.000725698,0.0003967731,0.00041927645,0.00016479325,0.000029786355,0.00019976511,0.6544597],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9984279,0.000008231594,0.00056718907,0.0003137522,0.00038017432,0.00030273586],"domain_scores_gemma":[0.99944174,0.00001854143,0.00011764311,0.00015209605,0.00020191462,0.00006808385],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00011748785,0.00035993158,0.0005080059,0.00008651263,0.00006630366,0.00004096017,0.00028977077,0.0002871068,0.00008419821],"category_scores_gemma":[0.000021083066,0.00030231834,0.00007088932,0.0000530098,0.00005313692,0.000043598568,0.00020251962,0.00054005365,0.000002457608],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039376164,0.00017125746,0.0018061107,0.005218745,0.0037994576,0.00017043532,0.005615256,0.11325279,0.023997921,0.1851528,0.6513755,0.00904598],"study_design_scores_gemma":[0.002562243,0.00014895848,0.00025911833,0.0027185816,0.0005565033,0.0004418165,0.0006986307,0.11967803,0.005560302,0.04207296,0.8217428,0.0035600692],"about_ca_topic_score_codex":0.11510789,"about_ca_topic_score_gemma":0.28075382,"teacher_disagreement_score":0.27787572,"about_ca_system_score_codex":0.0006699458,"about_ca_system_score_gemma":0.0006014802,"threshold_uncertainty_score":0.9999429},"labels":[],"label_agreement":null},{"id":"W613365818","doi":"","title":"Proposed System for Co-ordinating Spring Load Restrictions in Ontario","year":2013,"lang":"en","type":"article","venue":"2013 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: BETTER - FASTER - SAFER","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Spring (device); Variety (cybernetics); Environmental science; Transport engineering; Computer science; Environmental resource management; Engineering","score_opus":0.008219738302722436,"score_gpt":0.17340051562750108,"score_spread":0.16518077732477865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W613365818","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":[0.99511075,0.000017022348,0.0020699417,0.001282186,0.0003327488,0.0006162013,0.00015888481,0.000042539163,0.00036973806],"genre_scores_gemma":[0.9989943,0.000010426497,0.00050290464,0.0000498545,0.000020417208,0.000115165814,0.000054011074,0.000013831933,0.00023911092],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99846405,0.000028033191,0.0007613243,0.00016769198,0.00037561436,0.00020326753],"domain_scores_gemma":[0.9990809,0.000061586456,0.00029425276,0.00011104587,0.00040586793,0.00004633876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013657426,0.00016387488,0.00029929072,0.00007202161,0.00010321644,0.000024015879,0.00008773591,0.000104499064,0.00013066249],"category_scores_gemma":[0.000007065798,0.00014861613,0.00007506615,0.00013203433,0.00003774224,0.0002787485,0.0000013536226,0.00013411387,0.0000010560534],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009831459,0.00009503369,0.9179886,0.0018014922,0.00037010797,0.0000022123372,0.005811489,0.018215789,0.043204986,0.006226356,0.0038765676,0.0023090378],"study_design_scores_gemma":[0.0009114463,0.00002434696,0.9874051,0.00023149648,0.00006295448,2.8419473e-7,0.00085287483,0.00055513013,0.008700765,0.00029335782,0.000775792,0.00018644467],"about_ca_topic_score_codex":0.44019592,"about_ca_topic_score_gemma":0.9450769,"teacher_disagreement_score":0.504881,"about_ca_system_score_codex":0.00034763926,"about_ca_system_score_gemma":0.0002535252,"threshold_uncertainty_score":0.606039},"labels":[],"label_agreement":null},{"id":"W620834677","doi":"","title":"Use of Engineered Soils in Canada","year":2014,"lang":"fr","type":"article","venue":"","topic":"Geotechnical and construction materials studies","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":"Cement; Soil cement; Soil water; Pozzolan; Environmental science; Land reclamation; Waste management; Engineering; Process engineering; Materials science; Portland cement; Soil science; Metallurgy","score_opus":0.011160556709706672,"score_gpt":0.157549247738241,"score_spread":0.14638869102853433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W620834677","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":[0.98946494,0.00061352755,0.003932325,0.0012124601,0.002256816,0.00007014069,0.000025288053,0.000041466643,0.002383053],"genre_scores_gemma":[0.99590665,0.00012925788,0.002865019,0.000027451479,0.000045807457,0.0000035713485,7.9924945e-7,0.000008043977,0.0010133986],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993968,0.00001878814,0.00025506725,0.000075616736,0.00007226126,0.00018148562],"domain_scores_gemma":[0.9997336,0.000080421574,0.000017726585,0.000106706924,0.00002345032,0.000038091646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000047218862,0.00009278166,0.00020956868,0.000029827557,0.000008206526,0.000006961849,0.00004643467,0.000044921526,0.00052021554],"category_scores_gemma":[0.00005486337,0.00009245779,0.000021280486,0.000095088704,0.000025298883,0.000053166692,0.00002729078,0.000064789034,0.000012677745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009991039,0.00003068295,0.0068708,0.00086251955,0.00010467986,0.000008047443,0.00008143991,0.77912277,0.024631258,0.07365763,0.009589997,0.105030194],"study_design_scores_gemma":[0.0013100117,0.00010618949,0.16627635,0.0006774837,0.000092170354,0.000035996658,0.00052130857,0.32670522,0.18969779,0.0042321566,0.30901536,0.001329971],"about_ca_topic_score_codex":0.9649398,"about_ca_topic_score_gemma":0.94872963,"teacher_disagreement_score":0.45241752,"about_ca_system_score_codex":0.00011357926,"about_ca_system_score_gemma":0.00007355223,"threshold_uncertainty_score":0.5695995},"labels":[],"label_agreement":null},{"id":"W625093350","doi":"","title":"Design of Templeton Overpass for the Canada Line","year":2009,"lang":"en","type":"article","venue":"2009 ANNUAL CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION IN A CLIMATE OF CHANGE","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Settlement (finance); Transport engineering; Track (disk drive); Engineering; Transit (satellite); Line (geometry); Civil engineering; Term (time); Downtown; Computer science; Public transport; Geography","score_opus":0.0236428565484236,"score_gpt":0.21469559634801025,"score_spread":0.19105273979958665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W625093350","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":[0.9868068,0.00021522245,0.0038469722,0.0026853941,0.0004208579,0.0008476151,0.0050989813,0.000019037336,0.000059135346],"genre_scores_gemma":[0.99920535,0.0004299595,0.00014642981,0.000057283072,0.000015045114,0.000033963905,0.000094366995,0.00000612856,0.000011465843],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99869174,0.000027167825,0.0006937266,0.000092041395,0.00034829258,0.00014705135],"domain_scores_gemma":[0.99882704,0.00016822708,0.00046381028,0.00008323936,0.00043350476,0.000024154062],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023182263,0.0001144278,0.00029790538,0.000046571007,0.000049117465,0.00000318451,0.000090081376,0.00006826314,0.000022664179],"category_scores_gemma":[0.00002513922,0.00009121568,0.00004975432,0.00018324038,0.00003722637,0.00010901711,7.569318e-7,0.00006086142,1.47849555e-8],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0053734537,0.00066155003,0.08181179,0.009407964,0.001255732,0.0000050489407,0.03770834,0.61715484,0.14616619,0.059723638,0.013219307,0.027512148],"study_design_scores_gemma":[0.0020089834,0.00021247388,0.9426707,0.00033739404,0.00017312211,1.4219538e-7,0.0026898663,0.0027811578,0.047386136,0.0010320214,0.00047341594,0.00023456424],"about_ca_topic_score_codex":0.25223854,"about_ca_topic_score_gemma":0.91879195,"teacher_disagreement_score":0.8608589,"about_ca_system_score_codex":0.00006402963,"about_ca_system_score_gemma":0.00020414377,"threshold_uncertainty_score":0.75274086},"labels":[],"label_agreement":null},{"id":"W627370510","doi":"","title":"Kicking Horse Cantilever Structure","year":2009,"lang":"en","type":"article","venue":"2009 ANNUAL CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION IN A CLIMATE OF CHANGE","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Canyon; Cantilever; Upgrade; Civil engineering; Terrain; Engineering; Section (typography); Geology; Geography; Computer science; Structural engineering; Cartography","score_opus":0.01153993629128413,"score_gpt":0.19844741170875335,"score_spread":0.18690747541746922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W627370510","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":[0.99661064,0.0000779189,0.000058066064,0.000562916,0.00024960085,0.00020358503,0.0020882331,0.000021878757,0.00012714206],"genre_scores_gemma":[0.9994436,0.00026947883,0.000083613784,0.00004968082,0.000017333161,0.00000821168,0.00011083051,0.0000067159467,0.000010546997],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987172,0.000025132194,0.0006249078,0.000112547066,0.00035194392,0.0001682662],"domain_scores_gemma":[0.99919665,0.000032032956,0.00035879112,0.00007959146,0.00029935906,0.000033584492],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011741667,0.0001306686,0.00029939826,0.000084520376,0.000042410265,0.0000052410633,0.000074437616,0.00010244441,0.00007212911],"category_scores_gemma":[0.000013368845,0.000119639226,0.000053259304,0.00023094646,0.00003820038,0.00020704966,9.000725e-7,0.00009395911,7.029984e-8],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002223976,0.0005884522,0.5056114,0.008005151,0.0007773044,0.000025758065,0.082889974,0.074091524,0.20328102,0.081421636,0.004574414,0.036509372],"study_design_scores_gemma":[0.0007922447,0.000051673076,0.979003,0.00021613737,0.00005318841,2.1568609e-7,0.001248647,0.00019687034,0.017310867,0.0008438148,0.00013787874,0.00014545556],"about_ca_topic_score_codex":0.009323109,"about_ca_topic_score_gemma":0.3142937,"teacher_disagreement_score":0.4733916,"about_ca_system_score_codex":0.000051656738,"about_ca_system_score_gemma":0.00006771116,"threshold_uncertainty_score":0.9972739},"labels":[],"label_agreement":null},{"id":"W629667384","doi":"","title":"CONTRAT DE PERFORMANCES SUR L'AUTOROUTE 20 PRES DE QUEBEC : LE BETON BITUMINEUX L'EMPORTE","year":2001,"lang":"fr","type":"article","venue":"REVUE GENERALE DES ROUTES (RGRA)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Humanities; Art; Engineering","score_opus":0.013093369999402114,"score_gpt":0.19729926209141996,"score_spread":0.18420589209201785,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W629667384","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":[0.9421267,0.044325322,0.004813876,0.003784098,0.0020835537,0.00030036797,0.000100534795,0.0004583064,0.002007242],"genre_scores_gemma":[0.9152231,0.019616898,0.008652482,0.00015112109,0.00232659,0.00013419923,0.000049383376,0.00009399337,0.05375223],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975437,0.00011306524,0.0006402565,0.00044273282,0.00016945312,0.0010908005],"domain_scores_gemma":[0.9989929,0.000078271034,0.00014539844,0.00039538802,0.00012898094,0.00025902005],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00029466755,0.0004849052,0.0006453782,0.000107778025,0.00038200401,0.0002152946,0.0003287241,0.00031325212,0.00023783029],"category_scores_gemma":[0.000063052874,0.0005280111,0.00026026645,0.0002478524,0.00039278765,0.00047525117,0.00012860386,0.00029241733,0.000095917305],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017637342,0.00043803063,0.20948623,0.0035241244,0.001237589,0.00056965125,0.003889062,0.21694969,0.31014904,0.008473229,0.024722537,0.22038442],"study_design_scores_gemma":[0.002321572,0.0003391631,0.09205851,0.0014132819,0.00061712385,0.001749233,0.00079339277,0.09989128,0.11494017,0.003957679,0.67954713,0.0023714823],"about_ca_topic_score_codex":0.02111077,"about_ca_topic_score_gemma":0.025010347,"teacher_disagreement_score":0.65482455,"about_ca_system_score_codex":0.00038325923,"about_ca_system_score_gemma":0.00021902226,"threshold_uncertainty_score":0.9997171},"labels":[],"label_agreement":null},{"id":"W6910165521","doi":"10.3749/9780921294788.ch04","title":"CHAPTER 4: METHODS FOR THE SAMPLING AND ANALYSIS OF GEOLOGICAL MATERIALS FOR BOTH TOTAL MERCURY AND SEQUENTIAL EXTRACTION","year":2005,"lang":"en","type":"book-chapter","venue":"Mineralogical Association of Canada eBooks","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geological Survey of Canada","funders":"","keywords":"Mercury (programming language); Sampling (signal processing); Extraction (chemistry); Sampling design","score_opus":0.02559279688199198,"score_gpt":0.2655569498992746,"score_spread":0.2399641530172826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6910165521","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":[0.4359968,0.009945079,0.38178143,0.0074634454,0.008298996,0.011273488,0.019101497,0.0007872562,0.12535201],"genre_scores_gemma":[0.9075403,0.00041227185,0.034570694,0.00020224428,0.0007976076,0.0002815498,0.00019690383,0.000076860386,0.05592156],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99890846,0.00002193538,0.0005349306,0.00018641498,0.00018402035,0.00016423472],"domain_scores_gemma":[0.9986997,0.0006950264,0.0003158835,0.00008117274,0.00016841928,0.00003975682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052935304,0.0001991098,0.00068043964,0.0000692559,0.00009646843,0.000020197784,0.0000527858,0.00026628945,0.00011507705],"category_scores_gemma":[0.0001204312,0.00014218471,0.00013670156,0.000013142389,0.000072942436,0.000018305183,0.000035710884,0.00008616953,3.26702e-8],"study_design_candidate":"not_applicable","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":[0.0004320374,0.000023658615,0.00013469916,0.0007738372,0.013547748,0.0000016633776,0.00016306405,0.008697146,0.4160977,0.40518612,0.0013494918,0.15359284],"study_design_scores_gemma":[0.0043640756,0.0009875508,0.03390234,0.0003019982,0.025224492,0.0000424782,0.00018756956,0.030312339,0.036165595,0.086173505,0.7786428,0.0036953064],"about_ca_topic_score_codex":0.0015369299,"about_ca_topic_score_gemma":0.0109005775,"teacher_disagreement_score":0.77729326,"about_ca_system_score_codex":0.00011415996,"about_ca_system_score_gemma":0.000026376143,"threshold_uncertainty_score":0.6082778},"labels":[],"label_agreement":null},{"id":"W6920522120","doi":"10.60692/xtqmt-qev41","title":"Revisión sistemática de pruebas para obtener los parámetros geotécnicos del suelo: tendencias, alcances y limitaciones","year":2021,"lang":"es","type":"article","venue":"Greater South Information System","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Work (physics); Order (exchange); Public policy; Quarter (Canadian coin)","score_opus":0.02901112144392913,"score_gpt":0.21201563106660543,"score_spread":0.18300450962267628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6920522120","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":[0.9329644,0.0017647356,0.042125534,0.0007786811,0.0038475618,0.0013003284,0.0013094011,0.00192199,0.0139874015],"genre_scores_gemma":[0.9976308,0.00011340863,0.0010765641,0.00017495854,0.0003977702,0.00021041922,0.00004141667,0.000036054218,0.00031862356],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9967005,0.00018047694,0.0015287716,0.00034651256,0.00052996085,0.0007137601],"domain_scores_gemma":[0.9980924,0.000034784003,0.0004358989,0.000637836,0.0005792975,0.0002197984],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00044747227,0.0005357975,0.0008193786,0.00024864177,0.00036000684,0.0007244866,0.00028130485,0.00032512064,0.00011657492],"category_scores_gemma":[0.00013324051,0.0004724266,0.00027862823,0.0005344014,0.00009858833,0.00084996584,0.00020133473,0.0002476326,0.0012623087],"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":[0.00091918703,0.00013484724,0.5631718,0.14599656,0.007506616,0.0006026654,0.065934,0.07423742,0.0025431802,0.060795665,0.0071754106,0.07098264],"study_design_scores_gemma":[0.007647709,0.00048598464,0.6537054,0.022291353,0.0028356202,0.0034183299,0.07299193,0.061220165,0.06732183,0.0001087383,0.10089821,0.007074706],"about_ca_topic_score_codex":0.00001457859,"about_ca_topic_score_gemma":7.877537e-7,"teacher_disagreement_score":0.1237052,"about_ca_system_score_codex":0.00032125178,"about_ca_system_score_gemma":0.00013879327,"threshold_uncertainty_score":0.9997727},"labels":[],"label_agreement":null},{"id":"W6925576591","doi":"10.18712/nsd-nsd0023-4-v3","title":"Labour Force Sample Survey, 1972, 4th Quarter","year":2000,"lang":"en","type":"dataset","venue":"NSD – Norsk senter for forskningsdata","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Quarter (Canadian coin); Respondent; Social security; Sample (material); Population; Table (database); Census; Current Population Survey; Work (physics)","score_opus":0.015411771027949097,"score_gpt":0.22991345925357817,"score_spread":0.21450168822562907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6925576591","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0013264455,0.00018153536,0.0026390508,0.000062764186,0.0023544955,0.000639247,0.9923091,0.0004254313,0.00006191383],"genre_scores_gemma":[0.0005941388,0.00046089172,0.0009424764,0.00019489275,0.00068497506,0.0002395867,0.99603283,0.00010453817,0.0007456639],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9972164,0.000061791914,0.000808605,0.000717254,0.00033206202,0.0008638924],"domain_scores_gemma":[0.9981241,0.00027641346,0.00016840697,0.0011561511,0.00010581515,0.000169083],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003607984,0.0007606725,0.0009253661,0.00022425837,0.00024667784,0.0002183146,0.0009403717,0.000508678,0.0016815893],"category_scores_gemma":[0.00013177944,0.0007189455,0.00028559755,0.00022246757,0.00011671008,0.0003080524,0.00026291638,0.00044801406,0.0004926151],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000072286195,0.000032826276,0.00006207477,0.0005120095,0.00024392054,0.0000036080373,0.000013558171,0.00012451237,0.000025791758,0.000021522656,0.9983084,0.0005794707],"study_design_scores_gemma":[0.0006519505,0.00011174874,0.00014270747,0.00013153863,0.00013037313,0.000026935293,0.000024151099,0.0001901876,0.00007873698,0.0006083779,0.99712425,0.0007790337],"about_ca_topic_score_codex":0.0020565693,"about_ca_topic_score_gemma":0.002425531,"teacher_disagreement_score":0.0037237199,"about_ca_system_score_codex":0.00007249046,"about_ca_system_score_gemma":0.000028870112,"threshold_uncertainty_score":0.99952614},"labels":[],"label_agreement":null},{"id":"W6927251669","doi":"10.26181/29389448","title":"The Looking Glass. Vol. 11 No. 2 (2007)","year":2007,"lang":"en","type":"article","venue":"La Trobe University","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Romance; Comedy; Presentation (obstetrics); make.believe","score_opus":0.002681914934493779,"score_gpt":0.1486511645621276,"score_spread":0.14596924962763383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6927251669","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":[0.77742386,0.00021095287,0.02149421,0.00014315106,0.0036296532,0.00013171085,0.000010319993,0.0009757543,0.19598037],"genre_scores_gemma":[0.99652845,0.00011439087,0.0004526798,0.000014546816,0.00014706135,1.1414194e-7,7.3931386e-7,0.000006326352,0.0027356702],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996451,0.000010978591,0.000057622263,0.00006599566,0.000058336784,0.00016197297],"domain_scores_gemma":[0.9997539,0.00006570528,0.000012134984,0.00009019756,0.000046053978,0.0000320386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000118685006,0.000061508086,0.00006409489,0.000020124964,0.00021129921,0.000014473818,0.00010462851,0.000044007196,0.00006042347],"category_scores_gemma":[0.000020591093,0.000050724007,0.00003343612,0.000068300295,0.00007734231,0.000044512366,0.000050908617,0.00007267545,0.00008639916],"study_design_candidate":"not_applicable","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":[0.0007452002,0.00024067244,0.059976637,0.00048385208,0.0012963996,0.000951315,0.0016285527,0.023878071,0.07723723,0.38075998,0.28337455,0.16942753],"study_design_scores_gemma":[0.00018393643,0.000006923699,0.009038665,0.000006382219,0.000013218122,0.000004419732,0.00028109516,0.00027536656,0.0010202382,0.00017149777,0.98890245,0.00009581199],"about_ca_topic_score_codex":0.000036177837,"about_ca_topic_score_gemma":0.00009539304,"teacher_disagreement_score":0.7055279,"about_ca_system_score_codex":0.000044506454,"about_ca_system_score_gemma":0.000003091496,"threshold_uncertainty_score":0.2068465},"labels":[],"label_agreement":null},{"id":"W6939451372","doi":"10.60692/dy8f9-3qq05","title":"Strength analysis of concrete pavement deformation due to Alkali Silica Reaction (ASR)","year":2020,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Compressive strength; Flexural strength; Deformation (meteorology); Cement; Cube (algebra); Alkali–silica reaction; Properties of concrete","score_opus":0.01871782313494263,"score_gpt":0.1840145362082781,"score_spread":0.16529671307333546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6939451372","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":[0.9658282,0.0000016176394,0.031814203,0.00008499742,0.00022025038,0.00024800847,0.00018641102,0.00042266838,0.0011936786],"genre_scores_gemma":[0.9995332,4.6136847e-7,0.0002443651,0.000088601075,0.00003543203,0.00004616512,0.000043345324,0.0000054050415,0.000003076203],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99887997,0.000020875363,0.00067678344,0.000080583435,0.00020967098,0.00013209617],"domain_scores_gemma":[0.99949044,0.0000041703743,0.00015172827,0.00015234204,0.00011252376,0.000088806315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011039106,0.00013035214,0.000327856,0.00024541392,0.000052085885,0.000044390916,0.00007985211,0.00006183487,0.000026629423],"category_scores_gemma":[0.000012055592,0.00011328016,0.00009090163,0.00061921525,0.000012050127,0.00034040204,0.000034582117,0.000045126548,0.00021559132],"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":[0.00054034614,0.000005531593,0.028169388,0.008792366,0.009591022,0.000008387297,0.40635937,0.49983242,0.024385752,0.0060063796,0.0018533864,0.014455624],"study_design_scores_gemma":[0.0026083959,0.00042863606,0.16173135,0.00035893614,0.0024330148,0.000035454737,0.08490151,0.6092469,0.13025229,0.000005417227,0.0063987663,0.0015993499],"about_ca_topic_score_codex":0.000009249939,"about_ca_topic_score_gemma":2.9124615e-7,"teacher_disagreement_score":0.32145786,"about_ca_system_score_codex":0.00006348241,"about_ca_system_score_gemma":0.000004974929,"threshold_uncertainty_score":0.4619431},"labels":[],"label_agreement":null},{"id":"W6957789938","doi":"10.60692/y9fn8-qzw54","title":"Revisión sistemática de pruebas para obtener los parámetros geotécnicos del suelo: tendencias, alcances y limitaciones","year":2021,"lang":"es","type":"article","venue":"Greater South Information System","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Work (physics); Order (exchange); Public policy; Quarter (Canadian coin)","score_opus":0.02901112144392913,"score_gpt":0.21201563106660543,"score_spread":0.18300450962267628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6957789938","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":[0.9329644,0.0017647356,0.042125534,0.0007786811,0.0038475618,0.0013003284,0.0013094011,0.00192199,0.0139874015],"genre_scores_gemma":[0.9976308,0.00011340863,0.0010765641,0.00017495854,0.0003977702,0.00021041922,0.00004141667,0.000036054218,0.00031862356],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9967005,0.00018047694,0.0015287716,0.00034651256,0.00052996085,0.0007137601],"domain_scores_gemma":[0.9980924,0.000034784003,0.0004358989,0.000637836,0.0005792975,0.0002197984],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00044747227,0.0005357975,0.0008193786,0.00024864177,0.00036000684,0.0007244866,0.00028130485,0.00032512064,0.00011657492],"category_scores_gemma":[0.00013324051,0.0004724266,0.00027862823,0.0005344014,0.00009858833,0.00084996584,0.00020133473,0.0002476326,0.0012623087],"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":[0.00091918703,0.00013484724,0.5631718,0.14599656,0.007506616,0.0006026654,0.065934,0.07423742,0.0025431802,0.060795665,0.0071754106,0.07098264],"study_design_scores_gemma":[0.007647709,0.00048598464,0.6537054,0.022291353,0.0028356202,0.0034183299,0.07299193,0.061220165,0.06732183,0.0001087383,0.10089821,0.007074706],"about_ca_topic_score_codex":0.00001457859,"about_ca_topic_score_gemma":7.877537e-7,"teacher_disagreement_score":0.1237052,"about_ca_system_score_codex":0.00032125178,"about_ca_system_score_gemma":0.00013879327,"threshold_uncertainty_score":0.9997727},"labels":[],"label_agreement":null},{"id":"W6961923764","doi":"10.15468/dl.my5fxg","title":"Occurrence Download","year":2022,"lang":"en","type":"dataset","venue":"Global Biodiversity Information Facility","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Download; Matching (statistics); Range (aeronautics); Software; Order (exchange)","score_opus":0.00927305288585239,"score_gpt":0.18041737030270882,"score_spread":0.17114431741685643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6961923764","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00044327634,0.00003543593,0.0000036549457,0.00003445307,0.001410265,0.00015154062,0.9974673,0.00032760866,0.0001264583],"genre_scores_gemma":[0.000020074707,0.00018078089,6.6549467e-7,0.00008582226,0.0000010669644,0.000009644514,0.9997019,1.1295664e-8,4.133119e-8],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991021,0.000023407121,0.00028333926,0.00011181194,0.00028197336,0.00019733839],"domain_scores_gemma":[0.9995281,0.0000073719075,0.00007481716,0.0002596917,0.00006182601,0.00006820446],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00009544795,0.0002067385,0.00022067346,0.000051788415,0.00025784786,0.00006814751,0.00029856447,0.00015422609,0.046800766],"category_scores_gemma":[0.000027719554,0.00022112996,0.00009320786,0.00019098035,0.00009254632,0.00033137415,0.00031115403,0.00023256504,0.045365896],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008754526,0.0000061430596,0.000041187424,0.00016127389,0.000029886529,8.553888e-7,0.000008608182,0.00047239946,1.15699756e-7,6.3610095e-8,0.9982439,0.0010268084],"study_design_scores_gemma":[0.00012276437,0.000013798041,0.000020250556,6.679906e-7,0.000028623852,0.0000055487158,0.000093727496,2.7092227e-7,0.0000032857802,0.0000012147875,0.999491,0.00021886556],"about_ca_topic_score_codex":0.00010425657,"about_ca_topic_score_gemma":0.000003732,"teacher_disagreement_score":0.0022345854,"about_ca_system_score_codex":0.00022435203,"about_ca_system_score_gemma":0.000024345722,"threshold_uncertainty_score":0.9553774},"labels":[],"label_agreement":null},{"id":"W6962477019","doi":"10.15468/dl.zvxdue","title":"Occurrence Download","year":2020,"lang":"en","type":"dataset","venue":"Global Biodiversity Information Facility","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Download; Matching (statistics); Range (aeronautics); Set (abstract data type); Data set","score_opus":0.010515333054159467,"score_gpt":0.17951885309196194,"score_spread":0.16900352003780247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6962477019","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00017021177,0.00001880928,0.000011830582,0.00008218,0.0008898229,0.00014235445,0.998206,0.00038587552,0.000092867806],"genre_scores_gemma":[0.00004269635,0.00016498876,0.00000164383,0.00015979765,0.0000021868932,0.0000035748005,0.9996251,1.0820633e-8,1.2947197e-8],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99919295,0.000014943388,0.00028499385,0.000113207076,0.00021522382,0.00017868674],"domain_scores_gemma":[0.99954796,0.0000058458377,0.00006858154,0.00019479815,0.000079134414,0.0001036839],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00004835846,0.00021808331,0.0002456354,0.00003117053,0.00012432844,0.00008223311,0.00025366645,0.00021606477,0.00090002327],"category_scores_gemma":[0.00004164618,0.00022228043,0.00009023808,0.00017086111,0.00010050648,0.00034073097,0.00018483192,0.00019102305,0.25888973],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009507402,0.000003493331,0.00003125476,0.00024922428,0.000031413696,8.7704325e-7,0.000009297527,0.00013442135,2.6321504e-7,5.277102e-8,0.9985136,0.001016641],"study_design_scores_gemma":[0.00012454072,0.000012761128,0.000021223132,0.0000016563354,0.000031786007,0.0000030692224,0.000047987647,6.136876e-7,0.000010272774,0.0000011479644,0.9995287,0.00021621263],"about_ca_topic_score_codex":0.00004492002,"about_ca_topic_score_gemma":0.0000024247565,"teacher_disagreement_score":0.2579897,"about_ca_system_score_codex":0.000109898756,"about_ca_system_score_gemma":0.00002188278,"threshold_uncertainty_score":0.98546237},"labels":[],"label_agreement":null},{"id":"W6976945731","doi":"10.6084/m9.figshare.14788632.v1","title":"Additional file 1 of Most published meta-regression analyses based on aggregate data suffer from methodological pitfalls: a meta-epidemiological study","year":2021,"lang":"en","type":"article","venue":"Figshare","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":"University of Toronto","funders":"","keywords":"Aggregate (composite); Aggregate data; Data file; Component (thermodynamics); Data collection","score_opus":0.5199242974097767,"score_gpt":0.3867582678563971,"score_spread":0.13316602955337964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6976945731","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00012406714,0.000530224,0.00004202247,0.00011295231,0.00005273773,0.00015829892,0.998157,0.000218888,0.00060379127],"genre_scores_gemma":[0.01255707,0.000004687874,0.011451261,0.00020161599,0.00010546603,0.0012281274,0.97436094,0.000017537992,0.00007326605],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99754405,0.0007758852,0.00053849,0.0005802163,0.0003371443,0.00022424237],"domain_scores_gemma":[0.9880027,0.0107216,0.00016533953,0.0008167383,0.00020391462,0.0000896885],"candidate_categories":["metaresearch","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00021569675,0.00034224355,0.0013861385,0.00006390214,0.00007989373,0.000059045233,0.00046775196,0.00016502517,0.9955108],"category_scores_gemma":[0.033698723,0.00018584492,0.00040710025,0.0003404223,0.000025241927,0.00015708324,0.00049048685,0.00025701715,0.00035601275],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014737093,0.00012265088,0.0000018537905,0.000028291784,0.0027691638,0.000033937133,0.0000024908375,0.0029473028,0.00015930897,0.0000011688651,0.9934563,0.0004627831],"study_design_scores_gemma":[0.0010574366,0.00041626437,0.020581948,0.0013023299,0.0076469933,0.00001761937,0.0002774937,0.044260703,0.006336984,0.0012298499,0.91551,0.001362358],"about_ca_topic_score_codex":0.000011184923,"about_ca_topic_score_gemma":0.000017585868,"teacher_disagreement_score":0.9951548,"about_ca_system_score_codex":0.000014211659,"about_ca_system_score_gemma":0.000039803814,"threshold_uncertainty_score":0.9744409},"labels":[{"model":"gemma","categories":["metaresearch","metaepi_broad"],"domain":"methods","study_design":"not_applicable","genre":"dataset","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"gpt","categories":["insufficient_payload"],"domain":null,"study_design":"not_applicable","genre":"dataset","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"split"},{"id":"W6976988907","doi":"10.6084/m9.figshare.26985598","title":"Additional file 3 of Track and dive-based movement metrics do not predict the number of prey encountered by a marine predator","year":2024,"lang":"en","type":"article","venue":"Figshare","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 Montréal","funders":"","keywords":"Regression; Movement (music); Track (disk drive); Predation; Regression analysis; Predator","score_opus":0.011330131741509217,"score_gpt":0.19940457706903505,"score_spread":0.18807444532752585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6976988907","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0009187178,0.000114712464,0.0000028306786,0.00001885171,0.000036865156,0.00010855595,0.99762887,0.00007267028,0.0010979101],"genre_scores_gemma":[0.27732542,0.000016937343,0.0004311768,0.000050133196,0.00009870908,0.0013003242,0.7202911,0.000026790258,0.00045940813],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.999531,0.000007677763,0.00015875456,0.00009016023,0.0001388624,0.00007356627],"domain_scores_gemma":[0.99943054,0.000390642,0.00002773277,0.00008339044,0.000048003083,0.000019680268],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000014949344,0.00007771239,0.00010521956,0.000023850645,0.00002007407,0.00002251086,0.00006974592,0.000037404832,0.9431258],"category_scores_gemma":[0.00025740833,0.000055472145,0.000037883492,0.00011849719,0.0000151463655,0.00003981871,0.000069907794,0.00005521641,0.00008975467],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003963661,0.000008862047,0.0000058075084,0.000449918,0.000043352025,5.27581e-7,0.000010019121,0.000065735585,0.00014147283,0.000004496142,0.9977064,0.0015594198],"study_design_scores_gemma":[0.00020248399,0.000048467835,0.0041596713,0.0020056076,0.000028553824,0.000004309746,0.000037043836,0.009403206,0.009088183,0.00016747597,0.9746862,0.00016877404],"about_ca_topic_score_codex":0.0000023713096,"about_ca_topic_score_gemma":0.000001508113,"teacher_disagreement_score":0.943036,"about_ca_system_score_codex":0.000010814438,"about_ca_system_score_gemma":0.000013355244,"threshold_uncertainty_score":0.22620884},"labels":[],"label_agreement":null},{"id":"W6977034337","doi":"10.6084/m9.figshare.26719506","title":"Additional file 9 of Combined transcriptomics and proteomics unveil the impact of vitamin C in modulating specific protein abundance in the mouse liver","year":2024,"lang":"en","type":"dataset","venue":"Figshare","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":"Centre hospitalier universitaire de Québec; Université Laval","funders":"","keywords":"Transcriptome; Proteomics; Vitamin C; Table (database); Liver metabolism; Gene","score_opus":0.01452531617272725,"score_gpt":0.20098236142735837,"score_spread":0.1864570452546311,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6977034337","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0011815489,0.00012008966,1.0142218e-7,0.0000065756594,0.000013293943,0.00059984886,0.9980448,0.000017257846,0.000016490028],"genre_scores_gemma":[0.0017141943,0.000023037337,0.00007452518,0.0000025824982,0.00003753151,0.0013195879,0.99680555,0.000013640932,0.000009323952],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99926627,0.00003638547,0.00031504285,0.00013532834,0.00011933364,0.00012761749],"domain_scores_gemma":[0.9994495,0.00023811219,0.00008127035,0.00019050928,0.000028756465,0.000011887733],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00004131449,0.00017619449,0.0002600669,0.000074692645,0.000023121065,0.000029278777,0.00021818491,0.00012528159,0.39026612],"category_scores_gemma":[0.00018923788,0.000111429494,0.00007376251,0.00018265963,0.000033458608,0.00004033538,0.000056722278,0.0003446866,0.000089470755],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009121869,0.000016228627,8.365932e-8,0.0008463631,0.00001927299,0.0000037587047,0.00004761508,0.00094384793,0.00025263536,8.378893e-7,0.997767,0.000093240276],"study_design_scores_gemma":[0.0003870405,0.00012209917,0.0013087144,0.010140903,0.000012692727,0.000018427696,0.00016220746,0.004972111,0.00061174267,0.00018780478,0.9816604,0.00041581973],"about_ca_topic_score_codex":0.000039407452,"about_ca_topic_score_gemma":0.000075286036,"teacher_disagreement_score":0.39017665,"about_ca_system_score_codex":0.000037186448,"about_ca_system_score_gemma":0.000029658875,"threshold_uncertainty_score":0.61029124},"labels":[],"label_agreement":null},{"id":"W6981736446","doi":"","title":"Exploring Determinants of Registered Nurses' Trust in their Managers","year":2012,"lang":"en","type":"dissertation","venue":"Library and Archives Canada (Government of Canada)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Structural equation modeling; Procedural justice; Affect (linguistics); Facilitation; Sample (material); Control (management); Theory of planned behavior; Conceptual model","score_opus":0.01443664975102464,"score_gpt":0.16086661902897637,"score_spread":0.14642996927795174,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6981736446","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":[0.9193026,0.0005011174,0.0000014496475,0.000030306272,0.0009438348,0.000110457106,0.0001092269,0.000013152206,0.07898785],"genre_scores_gemma":[0.9966359,0.00072677317,0.000069675756,0.000011362278,0.000032848966,0.000022108676,0.000011643117,0.000023654131,0.0024660078],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988519,0.000015946049,0.0003580472,0.0001261656,0.00044008202,0.00020788201],"domain_scores_gemma":[0.9996131,0.000047972713,0.0001259874,0.0001370635,3.4171887e-7,0.00007552849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000005969946,0.00019084451,0.00036416,0.000036047324,0.000036189267,0.0000060247985,0.00013037468,0.000034187393,0.00001846381],"category_scores_gemma":[0.0000014651664,0.00018219453,0.000026682845,0.000053002317,0.000032214994,0.00020927016,0.000030735107,0.000103773054,1.2786566e-9],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028429716,0.00015353349,0.10722927,0.02613213,0.0010281126,0.00029436414,0.004603925,0.0050538382,0.24869242,0.03008308,0.0007653164,0.573121],"study_design_scores_gemma":[0.00042937233,0.000039406834,0.48034087,0.0013246116,0.00005600954,0.000004678371,0.020530805,0.0012010118,0.48907587,0.00045701556,0.005898653,0.00064170494],"about_ca_topic_score_codex":0.0015392305,"about_ca_topic_score_gemma":0.047035035,"teacher_disagreement_score":0.5724793,"about_ca_system_score_codex":0.0000055148453,"about_ca_system_score_gemma":0.00013113627,"threshold_uncertainty_score":0.9703541},"labels":[],"label_agreement":null},{"id":"W6989329826","doi":"","title":"Aplicación de los modelos constitutivos para representar el comportamiento de tierra blanca joven (TBJ), unidad G","year":2013,"lang":"es","type":"dissertation","venue":"Institutional Repository of the University of El Salvador (University of El Salvador)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Quarter (Canadian coin); Martinique; West indies","score_opus":0.00997231150724156,"score_gpt":0.21193967169819125,"score_spread":0.20196736019094969,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6989329826","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":[0.9784057,0.00042370148,0.0048972187,0.0002955937,0.0010533363,0.00081437535,0.0005484292,0.00014119424,0.013420409],"genre_scores_gemma":[0.994606,0.0006006416,0.0025058622,0.000022048485,0.00011081026,9.033242e-7,0.00014270845,0.000031432322,0.0019795562],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99689096,0.00024520783,0.0006836244,0.0007068654,0.0008857171,0.00058763893],"domain_scores_gemma":[0.996665,0.00016629777,0.001200494,0.0009124323,0.0007700578,0.00028569356],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":["sts"],"category_scores_codex":[0.00028219115,0.0006157296,0.0011876518,0.00041428712,0.0014970835,0.000025166439,0.0016509152,0.000757307,0.00022400798],"category_scores_gemma":[0.00008640949,0.0007352212,0.00089096307,0.00048261008,0.0032380403,0.00048887444,0.0005780921,0.0006952616,0.00003233189],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0032911943,0.0019155319,0.054370005,0.006788387,0.0064507225,0.00052224635,0.007927816,0.28166002,0.528583,0.1009681,0.006211377,0.00131159],"study_design_scores_gemma":[0.01034863,0.00078688574,0.76930034,0.010611354,0.006906795,0.00075112586,0.03617277,0.051920213,0.07080788,0.008645473,0.029211437,0.004537077],"about_ca_topic_score_codex":0.016262433,"about_ca_topic_score_gemma":0.00042431266,"teacher_disagreement_score":0.71493036,"about_ca_system_score_codex":0.0007761007,"about_ca_system_score_gemma":0.0010604458,"threshold_uncertainty_score":0.9998028},"labels":[],"label_agreement":null},{"id":"W6989749007","doi":"","title":"Cálculo del índice de condición del pavimento flexible en la carretera Jaén - Chamaya.","year":2016,"lang":"es","type":"dissertation","venue":"renati","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Context (archaeology); State of art; Helicoid; Nova scotia","score_opus":0.005818959803543157,"score_gpt":0.24165092611057123,"score_spread":0.23583196630702807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6989749007","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":[0.93798906,0.0068506296,0.0034916927,0.00063399156,0.0040235245,0.00089440524,0.0005469874,0.0012446255,0.044325087],"genre_scores_gemma":[0.9876745,0.0033156325,0.0006364365,0.000066764056,0.0005900122,0.00022324927,0.00029484107,0.00012667564,0.007071927],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978109,0.00014602243,0.00061807263,0.00047761877,0.0003540994,0.00059326336],"domain_scores_gemma":[0.9989118,0.00021514948,0.00021287645,0.0003412894,0.00015347083,0.00016539029],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00028258067,0.000571826,0.0006647321,0.00023103904,0.00023513022,0.0001152266,0.00032544238,0.0006501156,0.00058653747],"category_scores_gemma":[0.00011035162,0.00049474405,0.00020623102,0.00019048703,0.000094329676,0.00014084745,0.0000887145,0.0003583906,0.00042266413],"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":[0.00054261077,0.0003419887,0.0083170375,0.009260677,0.004603806,0.00026082914,0.01002042,0.003912804,0.77196014,0.04890846,0.0127884885,0.12908275],"study_design_scores_gemma":[0.0070994496,0.0006865798,0.076092154,0.011674915,0.0024074765,0.0004351538,0.005318065,0.003392337,0.61601263,0.016619459,0.25281405,0.0074477177],"about_ca_topic_score_codex":0.0005289154,"about_ca_topic_score_gemma":0.000025857209,"teacher_disagreement_score":0.24002557,"about_ca_system_score_codex":0.00020819884,"about_ca_system_score_gemma":0.00009862955,"threshold_uncertainty_score":0.99975044},"labels":[],"label_agreement":null},{"id":"W6994137382","doi":"","title":"Wade's Widgets","year":2019,"lang":"en","type":"article","venue":"Digital Commons @ Connecticut College (Connecticut College)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Reflection (computer programming); Factory (object-oriented programming); User interface; Plan (archaeology); Key (lock)","score_opus":0.0074121216528755425,"score_gpt":0.18584803052632942,"score_spread":0.17843590887345387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6994137382","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":[0.8028702,0.0003915289,0.0002314297,0.0010623039,0.0036716177,0.0013804423,0.0012382532,0.0021367667,0.18701746],"genre_scores_gemma":[0.9948306,0.00004915764,0.00017565131,0.00021731862,0.00025547502,0.00019600676,0.000041873693,0.00016034074,0.004073593],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99636364,0.00009401674,0.0010024125,0.0008381751,0.0005478363,0.0011539416],"domain_scores_gemma":[0.9971191,0.0009495431,0.00015474467,0.0010692701,0.00031420702,0.0003931297],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00025554924,0.00085235154,0.0011620912,0.00039038374,0.00044811986,0.0003606455,0.0006771254,0.00036957074,0.0010767846],"category_scores_gemma":[0.00034814325,0.00084330025,0.00039561873,0.001167186,0.00025274145,0.0010127638,0.00040609966,0.00058237644,0.0025531421],"study_design_candidate":"not_applicable","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":[0.0017596819,0.002065201,0.025655596,0.0025876684,0.0057054795,0.001196889,0.0013921683,0.02469168,0.027340563,0.6667925,0.22835185,0.012460721],"study_design_scores_gemma":[0.014553736,0.002686223,0.009463162,0.00089214754,0.00070149056,0.002910298,0.012566165,0.027255073,0.04764403,0.03922527,0.8324912,0.009611211],"about_ca_topic_score_codex":0.000032697502,"about_ca_topic_score_gemma":0.00017078892,"teacher_disagreement_score":0.62756723,"about_ca_system_score_codex":0.0002821942,"about_ca_system_score_gemma":0.000108443695,"threshold_uncertainty_score":0.9998364},"labels":[],"label_agreement":null},{"id":"W6995683109","doi":"","title":"Peasants and the art of farming : A Chayanovian manifesto","year":2013,"lang":"en","type":"other","venue":"Socio-Environmental Systems Modeling","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Wageningen University and Research; Department of Tourism and Culture; Universidade Federal do Rio Grande do Sul; Canada Council for the Arts; Government of Canada; European Commission; Battelle","keywords":"Manifesto; Agriculture; Field (mathematics); Capitalism; Government (linguistics)","score_opus":0.005206267748127072,"score_gpt":0.15175446938302928,"score_spread":0.1465482016349022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6995683109","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31674132,0.09837688,0.059537236,0.0004454447,0.008869892,0.008005778,0.00076322886,0.0027730037,0.5044872],"genre_scores_gemma":[0.94274604,0.0021143653,0.000100434365,0.000007619899,0.00026016423,0.00012285316,0.00001052924,0.00022275573,0.054415226],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990861,0.000038469134,0.00032327452,0.00018426447,0.00017773666,0.0001901507],"domain_scores_gemma":[0.99965864,0.000013882093,0.000098362034,0.00018826454,0.0000019537874,0.000038892395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011264518,0.00024649466,0.00044310853,0.00004603063,0.00007729506,0.000027085629,0.0001124,0.00019085838,0.00022166746],"category_scores_gemma":[0.0000018608027,0.00015973301,0.000076245175,0.000019012212,0.00020681048,0.000030048259,0.000101070764,0.0001394866,0.0001245064],"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":[0.0002359498,0.0004706149,0.018188924,0.027475113,0.012510136,0.00007124071,0.012977974,0.5696702,0.05173426,0.020462126,0.22908442,0.05711905],"study_design_scores_gemma":[0.006001884,0.00009219073,0.000116768446,0.0040248954,0.0008167012,0.00029187082,0.093523666,0.7000885,0.00004158691,0.0009669341,0.19067913,0.0033558765],"about_ca_topic_score_codex":0.00019645877,"about_ca_topic_score_gemma":8.2371037e-7,"teacher_disagreement_score":0.62600476,"about_ca_system_score_codex":0.000045846868,"about_ca_system_score_gemma":0.0000022216195,"threshold_uncertainty_score":0.6513723},"labels":[],"label_agreement":null},{"id":"W6995788379","doi":"","title":"Perencanaan Dinding Gabion Tipe Stepped Front Face Di Daerah Relokasi Pasca Bencana Rimbo Panjang","year":2023,"lang":"id","type":"dissertation","venue":"Andalas University eThesis (Andalas University)","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":"WiLAN (Canada)","funders":"","keywords":"Nucleofection; Gestational period; Liquation; Hyporeflexia; Fusible alloy; Articular cartilage damage","score_opus":0.011856941844877691,"score_gpt":0.1833489715760044,"score_spread":0.1714920297311267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6995788379","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":[0.94459295,0.0003105923,0.0010009347,0.0006948135,0.004031325,0.0011290491,0.00083031616,0.0016100268,0.04580001],"genre_scores_gemma":[0.7662236,0.009934146,0.0002749184,0.0000190662,0.00028849117,0.0000017367006,0.0010850583,0.00020128788,0.22197166],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99532485,0.00042100667,0.0006225881,0.001491823,0.0008131784,0.0013265642],"domain_scores_gemma":[0.99711835,0.00043674943,0.00054989057,0.0007852918,0.0005498109,0.0005598999],"candidate_categories":["metaepi_narrow","sts","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0003292333,0.0012682604,0.0015450253,0.0019398849,0.002090471,0.00020179586,0.0012092671,0.0013944283,0.0006553298],"category_scores_gemma":[0.00014335926,0.0015958978,0.00072592014,0.0021055234,0.0004042465,0.00074125256,0.0005569688,0.0012063622,0.0006072805],"study_design_candidate":"not_applicable","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":[0.025797704,0.004046882,0.11944925,0.028705785,0.052426558,0.02312257,0.20607951,0.053529333,0.14766958,0.053023435,0.07984693,0.20630245],"study_design_scores_gemma":[0.008320087,0.0009801367,0.085050955,0.0036401853,0.006566417,0.000045530767,0.26424846,0.0023043498,0.014974358,0.00025275056,0.606439,0.0071777795],"about_ca_topic_score_codex":0.002703644,"about_ca_topic_score_gemma":0.0062934733,"teacher_disagreement_score":0.5265921,"about_ca_system_score_codex":0.0015488598,"about_ca_system_score_gemma":0.00042057235,"threshold_uncertainty_score":0.99990195},"labels":[],"label_agreement":null},{"id":"W7010761225","doi":"","title":"La gestión de los residuos domésticos en los antiguos vertederos de la comarca de la Ribera d\\\\'Ebre (Cataluña)","year":2011,"lang":"es","type":"other","venue":"Repositori institucional URV (Universitat Rovira i Virgili)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Population; Nova scotia; Qualitative analysis","score_opus":0.0051566615728154165,"score_gpt":0.21689454138209907,"score_spread":0.21173787980928366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7010761225","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23763666,0.0027770984,0.013674998,0.00020622188,0.0031644064,0.0013209413,0.0010181715,0.0017354108,0.7384661],"genre_scores_gemma":[0.9722329,0.002359228,0.0075653535,0.000074991294,0.0016547292,0.00006203261,0.00011964675,0.0004289678,0.015502153],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9953149,0.0013461408,0.0006304247,0.0009930526,0.00066610985,0.0010493561],"domain_scores_gemma":[0.99703145,0.0011464239,0.0003534059,0.0007797995,0.0001650011,0.00052393053],"candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0008182265,0.0010758144,0.0010846403,0.00059960777,0.00075263524,0.000289053,0.0010065862,0.0020740004,0.0009772478],"category_scores_gemma":[0.00027310298,0.0012231623,0.0004713463,0.00046263263,0.0011470785,0.00041136926,0.0005980157,0.0016370314,0.0003732555],"study_design_candidate":"not_applicable","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":[0.0029907404,0.0030565974,0.026890246,0.011095241,0.012049307,0.025989845,0.007395277,0.023833068,0.33154285,0.40591696,0.13203782,0.017202057],"study_design_scores_gemma":[0.0074400012,0.0007390346,0.078871064,0.0057374863,0.004196993,0.010942755,0.0015760537,0.0034496225,0.011155442,0.0055848574,0.8644771,0.005829609],"about_ca_topic_score_codex":0.0008290788,"about_ca_topic_score_gemma":0.00005802062,"teacher_disagreement_score":0.73459625,"about_ca_system_score_codex":0.0012315192,"about_ca_system_score_gemma":0.0007241951,"threshold_uncertainty_score":0.999936},"labels":[],"label_agreement":null},{"id":"W7014689137","doi":"","title":"The properties of concrete containing coconut shell as fine aggregate","year":2020,"lang":"en","type":"other","venue":"UTHM Institutional Repository (Universiti Tun Hussein Onn Malaysia)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Medical Research Council; Natural Resources Canada","keywords":"Absorption of water; Slump; Compressive strength; Aggregate (composite); Flexural strength; Ultimate tensile strength; Concrete slump test; Shell (structure); Thermal conductivity","score_opus":0.00966606324649497,"score_gpt":0.17154795056344946,"score_spread":0.1618818873169545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7014689137","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06011878,0.0077881324,0.000355725,0.00045385514,0.0029446387,0.0006937448,0.0001554572,0.0011208656,0.9263688],"genre_scores_gemma":[0.9158892,0.0005091851,0.00031311525,0.000047375393,0.0006637769,0.00002904313,0.00003647203,0.00015840205,0.082353406],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99864435,0.000055761186,0.00034459296,0.00031603398,0.00035951636,0.00027974078],"domain_scores_gemma":[0.99925005,0.00004510111,0.00021741666,0.0002848558,0.00009029243,0.00011228254],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000071591065,0.00035725013,0.00048927113,0.000131195,0.00042521916,0.00006038804,0.0003713074,0.00025396093,0.00027172331],"category_scores_gemma":[0.00003620115,0.0003044503,0.00018098655,0.00017467477,0.00089241023,0.00010681303,0.0001698508,0.00030513783,0.00013130326],"study_design_candidate":"not_applicable","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":[0.0015441094,0.000073924384,0.00018737129,0.005375221,0.007941675,0.003906986,0.0018194022,0.08042433,0.47034192,0.2609045,0.15749685,0.009983678],"study_design_scores_gemma":[0.0014829176,0.00030262885,0.000046471927,0.0025291175,0.00043911402,0.00062616204,0.0019950876,0.012668391,0.052556764,0.00029044758,0.9257114,0.0013515069],"about_ca_topic_score_codex":0.00016425838,"about_ca_topic_score_gemma":0.000007021043,"teacher_disagreement_score":0.85577047,"about_ca_system_score_codex":0.000112559566,"about_ca_system_score_gemma":0.00018104004,"threshold_uncertainty_score":0.99994075},"labels":[],"label_agreement":null},{"id":"W7026507278","doi":"","title":"Appendix C-Wetlands Finding. Wetland finding : State Highway 10 widening and bridge replacement project near Miami, Ottawa County, Oklahoma.","year":2007,"lang":"en","type":"other","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); State (computer science); Wetland; State highway","score_opus":0.01475463376200068,"score_gpt":0.2392488219455098,"score_spread":0.22449418818350914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7026507278","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02854011,0.0024339715,0.005205732,0.00009858712,0.003141992,0.0016463954,0.00057068886,0.0046448912,0.95371765],"genre_scores_gemma":[0.039163295,0.0019397427,0.0047336025,0.00007843119,0.0008008567,0.00012244108,0.00036801683,0.00089783146,0.9518958],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9978844,0.000028284792,0.00055477343,0.000552462,0.00034894445,0.00063114363],"domain_scores_gemma":[0.9992945,0.000063727624,0.0001689761,0.00033701645,0.000030009944,0.000105725885],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00035300147,0.0005894427,0.00068364356,0.00043962715,0.00019340923,0.00024373033,0.00018366915,0.00033401683,0.0046975194],"category_scores_gemma":[0.000022971297,0.00051668513,0.00008522488,0.00024012726,0.00014674339,0.00006755629,0.00018452415,0.00030830075,0.00037419365],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004874788,0.00001705424,0.0019015641,0.0007528322,0.00038610699,0.00004342357,0.000106117455,0.00013213909,0.00042761266,0.00012822352,0.9924735,0.0035826697],"study_design_scores_gemma":[0.0008376534,0.0000813425,0.00074142474,0.00042100062,0.00007385864,0.000065545515,0.00005111891,0.0005726782,0.00053147675,0.000025547743,0.9958258,0.0007725442],"about_ca_topic_score_codex":0.00052862,"about_ca_topic_score_gemma":0.0006076,"teacher_disagreement_score":0.010623187,"about_ca_system_score_codex":0.00009507427,"about_ca_system_score_gemma":0.0000337098,"threshold_uncertainty_score":0.9997285},"labels":[],"label_agreement":null},{"id":"W7026804377","doi":"","title":"Análisis comparativo de materiales de las canteras montan mayo y chancay baños para uso en las vías del proyecto la zanja, Santa Cruz – Cajamarca 2016","year":2017,"lang":"es","type":"dissertation","venue":"renati","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Context (archaeology); Nova scotia; Base (topology)","score_opus":0.012784850979465029,"score_gpt":0.2761969742907298,"score_spread":0.2634121233112648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7026804377","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":[0.98429817,0.0024114673,0.00032143874,0.00019513736,0.00194971,0.0008420553,0.0007300367,0.00041074728,0.008841209],"genre_scores_gemma":[0.98807204,0.004538861,0.0009708468,0.00003104371,0.00072033395,0.00038259377,0.00039188704,0.00014956945,0.0047428487],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9968178,0.00034780864,0.00084936875,0.0006934242,0.00038888364,0.0009026926],"domain_scores_gemma":[0.9981196,0.00022309834,0.0004920995,0.00068306475,0.00020691291,0.0002752357],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00038735179,0.0009010501,0.0012426475,0.00025992602,0.0005800847,0.0005522739,0.0006984974,0.0007801793,0.0006907173],"category_scores_gemma":[0.00023905089,0.0008319895,0.00025243897,0.00013265043,0.00020006945,0.0002468656,0.00013134061,0.00049505016,0.00020849309],"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":[0.0016280694,0.00058901985,0.011770358,0.010511406,0.0039878986,0.00077861646,0.012397141,0.0051022917,0.8841443,0.0064881714,0.032929033,0.029673675],"study_design_scores_gemma":[0.003830546,0.0004654963,0.26671055,0.009152354,0.0015383402,0.00070145895,0.00334144,0.006585718,0.601995,0.003261126,0.09724529,0.005172679],"about_ca_topic_score_codex":0.0047961455,"about_ca_topic_score_gemma":0.0025052843,"teacher_disagreement_score":0.2821493,"about_ca_system_score_codex":0.00033247907,"about_ca_system_score_gemma":0.00035194916,"threshold_uncertainty_score":0.9994131},"labels":[],"label_agreement":null},{"id":"W7028335186","doi":"","title":"Evaluación superficial mediante el método PCI del pavimento flexible, carretera Jaén – San Ignacio, tramo San Lorenzo – Santa Elena, Jaén – 2021","year":2023,"lang":"es","type":"dissertation","venue":"renati","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Conventional PCI; Context (archaeology); Quarter (Canadian coin); Cover (algebra)","score_opus":0.017385186241390453,"score_gpt":0.2847776521523494,"score_spread":0.26739246591095894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7028335186","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":[0.9620436,0.009433311,0.0002909701,0.00041160642,0.015035051,0.0018368479,0.0018070929,0.0015783198,0.0075632078],"genre_scores_gemma":[0.97944415,0.008896437,0.0004436946,0.00006282727,0.0026221087,0.00052698975,0.004229033,0.000474327,0.003300451],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9938382,0.00025443226,0.0017768188,0.0013682569,0.0013768264,0.0013854771],"domain_scores_gemma":[0.997615,0.00028720425,0.0003991728,0.0008497978,0.00044771953,0.00040113018],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.00056261424,0.0014507655,0.0017681789,0.0007374038,0.00057871913,0.00035607116,0.000787041,0.0011913109,0.0032925853],"category_scores_gemma":[0.00028481527,0.0014597435,0.0006555506,0.0011246426,0.00021789728,0.00029993337,0.00020738291,0.0010144622,0.0014419812],"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":[0.0015645057,0.00073990726,0.0036955741,0.011818496,0.0076596555,0.00072656904,0.012099065,0.01593443,0.54082686,0.007121307,0.09064037,0.30717322],"study_design_scores_gemma":[0.018060537,0.0033939702,0.088261336,0.0234711,0.011111334,0.00057734206,0.049681585,0.03468921,0.5868874,0.017396444,0.14040953,0.026060207],"about_ca_topic_score_codex":0.0011072962,"about_ca_topic_score_gemma":0.00091293827,"teacher_disagreement_score":0.28111303,"about_ca_system_score_codex":0.00031337468,"about_ca_system_score_gemma":0.00023624155,"threshold_uncertainty_score":0.9998242},"labels":[],"label_agreement":null},{"id":"W7029787403","doi":"","title":"Las mezclas de concreto y sus resultados en la ciudad de Tarapoto utilizando el método del agregado global y módulo de Finura","year":2016,"lang":"es","type":"dissertation","venue":"renati","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Michael G. DeGroote Institute for Infectious Disease Research, McMaster University","keywords":"Linea; Context (archaeology); Population","score_opus":0.005739445186228027,"score_gpt":0.2580145723002003,"score_spread":0.25227512711397226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7029787403","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":[0.94354755,0.004024889,0.008007981,0.00056602975,0.0015618184,0.00082411227,0.0013441442,0.00094665424,0.039176844],"genre_scores_gemma":[0.99038833,0.004047495,0.0021087155,0.00007296986,0.0005315988,0.00018439561,0.00021059137,0.0001077376,0.0023481753],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.996863,0.00034372104,0.0007985557,0.0006002308,0.00040050712,0.0009940008],"domain_scores_gemma":[0.9982248,0.00045764033,0.00027685982,0.0004373847,0.00031379523,0.000289527],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005276483,0.00073302526,0.00085539673,0.00014841123,0.00026661032,0.000185432,0.0005101961,0.0011000555,0.00029668972],"category_scores_gemma":[0.0009767516,0.0006547668,0.00027694344,0.0003806668,0.00017996604,0.0001368028,0.000117470394,0.00047185898,0.00019319005],"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":[0.0047692955,0.00045465227,0.024105387,0.0107281385,0.00671721,0.001385127,0.0072352453,0.013643036,0.4500573,0.19914961,0.03410889,0.24764612],"study_design_scores_gemma":[0.022135874,0.001126357,0.23713812,0.017717069,0.0040403637,0.002296479,0.007495021,0.022774678,0.40673354,0.07654413,0.19040366,0.011594709],"about_ca_topic_score_codex":0.0010210883,"about_ca_topic_score_gemma":0.00011576879,"teacher_disagreement_score":0.23605141,"about_ca_system_score_codex":0.0006449609,"about_ca_system_score_gemma":0.00042121622,"threshold_uncertainty_score":0.99959034},"labels":[],"label_agreement":null},{"id":"W7031447188","doi":"","title":"Planet Sculptures","year":2021,"lang":"en","type":"article","venue":"UND Scholarly Commons (University of North Dakota)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Sculpture; Nephew and niece; Politics; Tourism; Documentation; Girl; Nomination; World War II; Adventure; Biography","score_opus":0.010421122674367591,"score_gpt":0.1690270859820377,"score_spread":0.1586059633076701,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7031447188","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":[0.98841083,0.00064893404,0.00068711495,0.00019214077,0.00020876179,0.000040787643,0.00014076066,0.00019599419,0.009474684],"genre_scores_gemma":[0.9981485,0.00014759762,0.0012720972,0.000018061955,0.000020051095,1.1375301e-7,0.00006449569,0.0000066960033,0.00032241378],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99951917,0.000028773804,0.000082529026,0.00011420216,0.00012191139,0.00013340393],"domain_scores_gemma":[0.99960274,0.000026252397,0.000023417506,0.00021134844,0.000074118165,0.00006215143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000038428258,0.000088522334,0.00017347289,0.000059065504,0.00018222825,0.000045299344,0.00018179609,0.00005609073,0.00035103512],"category_scores_gemma":[0.000012305091,0.000108115484,0.000048615217,0.00019002087,0.00008472992,0.00032610685,0.000115810144,0.00018707858,0.00007843046],"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":[0.00020618684,0.0005562896,0.7013273,0.0010264918,0.0033500416,0.0016173695,0.0019616587,0.03652304,0.02857903,0.02304107,0.093400426,0.10841105],"study_design_scores_gemma":[0.00046769364,0.000030344525,0.8016896,0.000025261068,0.00009718417,0.00002952114,0.0004047626,0.0002840335,0.00045156508,0.00032444988,0.19592609,0.00026949708],"about_ca_topic_score_codex":0.00008261628,"about_ca_topic_score_gemma":0.0019928084,"teacher_disagreement_score":0.10814156,"about_ca_system_score_codex":0.000016874626,"about_ca_system_score_gemma":0.000017547945,"threshold_uncertainty_score":0.44088215},"labels":[],"label_agreement":null},{"id":"W7033777251","doi":"","title":"Rhenium-osmium isotopes and highly siderophile elements in ultramafic rocks from the Eoarchean Saglek Block, northern Labrador, Canada: implications for Archean mantle evolution","year":2018,"lang":"en","type":"article","venue":"Tokyo Tech Research Repository (Tokyo Institute of Technology)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Archean; Ultramafic rock; Mantle (geology); Isotope; Precambrian; Metamorphic rock; Isotope geochemistry; Igneous rock; Proterozoic","score_opus":0.020054071905331084,"score_gpt":0.2532429216014615,"score_spread":0.2331888496961304,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7033777251","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":[0.99211824,0.0009347731,0.0007848288,0.0040618316,0.00037687962,0.00090456125,0.00009959517,0.00030847747,0.0004108099],"genre_scores_gemma":[0.99697393,0.000109576176,0.0022032224,0.000012432225,0.00016620653,0.00043470308,0.000012849488,0.000028933064,0.000058146034],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99804735,0.0000493713,0.0005810376,0.00043528448,0.0003091626,0.0005778163],"domain_scores_gemma":[0.9986621,0.000122062134,0.0000890312,0.0006634396,0.00038358348,0.000079740115],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003767036,0.00022506363,0.00032463868,0.00032871918,0.00068223936,0.0000424905,0.00062847417,0.00023618981,0.0000037543823],"category_scores_gemma":[0.00022061424,0.0001875376,0.000047213296,0.00067468925,0.0014169138,0.00012838552,0.0002809332,0.00049824564,0.0000037748182],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009867929,0.00011965275,0.02506511,0.00019971274,0.00021014341,0.000013091005,0.00024786778,0.00025047662,0.94092965,0.0058425763,0.002255758,0.024767272],"study_design_scores_gemma":[0.0022225233,0.0007369576,0.088618025,0.00047605118,0.0000903177,0.00012198427,0.0024921969,0.001386458,0.77543926,0.058847938,0.06860988,0.0009584262],"about_ca_topic_score_codex":0.1027424,"about_ca_topic_score_gemma":0.2724787,"teacher_disagreement_score":0.1697363,"about_ca_system_score_codex":0.000378455,"about_ca_system_score_gemma":0.00030176959,"threshold_uncertainty_score":0.9032325},"labels":[],"label_agreement":null},{"id":"W7036390698","doi":"","title":"Butte Priority Soils Operable Unit (BPSOU) Draft Final Quarterly Operations and Maintenance Report Butte Treatment Lagoon System – Third Quarter 2021","year":2021,"lang":"en","type":"article","venue":"Digital Commons - Montana Tech (Montana Tech of the University of Montana)","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Butte; Unit (ring theory); Quarter (Canadian coin); Berm; Soil water","score_opus":0.010078648715787515,"score_gpt":0.17682193229193738,"score_spread":0.16674328357614987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7036390698","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":[0.9837038,0.00050643383,0.0022112548,0.0009288034,0.00026422227,0.00051013776,0.0006230045,0.00028547272,0.01096687],"genre_scores_gemma":[0.9967034,0.00013424155,0.0008919158,0.000006728089,0.000024216975,0.00000616751,0.00003603176,0.000025951224,0.0021713579],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9980443,0.000080683465,0.0005849862,0.0004786181,0.0003811866,0.0004302209],"domain_scores_gemma":[0.9982755,0.00006450078,0.00018121724,0.0010290132,0.00030315842,0.00014656228],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016507767,0.00041620323,0.0008027966,0.00013055066,0.0005457439,0.00011511736,0.000512392,0.00020646614,0.00002814066],"category_scores_gemma":[0.000030367164,0.00037773684,0.00031172376,0.0005023861,0.00034938223,0.00048836507,0.00024838536,0.00028212438,0.000008159139],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028176005,0.0064636795,0.20192897,0.006389854,0.017409388,0.027580464,0.019617533,0.047806323,0.40616128,0.06952305,0.033614654,0.1606872],"study_design_scores_gemma":[0.027594479,0.008194133,0.28881976,0.008108218,0.006210913,0.0164521,0.28549483,0.052200407,0.14685965,0.0069509475,0.14129966,0.01181487],"about_ca_topic_score_codex":0.0033800916,"about_ca_topic_score_gemma":0.024511034,"teacher_disagreement_score":0.2658773,"about_ca_system_score_codex":0.0003988958,"about_ca_system_score_gemma":0.000119199045,"threshold_uncertainty_score":0.99986744},"labels":[],"label_agreement":null},{"id":"W7037917086","doi":"","title":"Freqüência de displasia coxofemoral em cães da raça Labrador Retriever no Estado de Minas Gerais","year":2001,"lang":"en","type":"other","venue":"The Scientific Electronic Library Online (Fundação de Amparo à Pesquisa do Estado de São Paulo)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Labrador Retriever; Hip dysplasia; Congenital disease; Dysplasia","score_opus":0.008431410954946202,"score_gpt":0.21889989207855026,"score_spread":0.21046848112360406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7037917086","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9246115,0.022406116,0.00462841,0.0018447596,0.0058521205,0.0024651818,0.003085542,0.0072095906,0.027896767],"genre_scores_gemma":[0.36709195,0.004847502,0.009776465,0.0010135797,0.0042022243,0.0002928086,0.0016586169,0.002104546,0.6090123],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99312,0.00048868894,0.0009958646,0.0012625016,0.00080647715,0.0033264677],"domain_scores_gemma":[0.99699384,0.00023496004,0.0004010661,0.0016959853,0.0000876978,0.00058647007],"candidate_categories":["metaepi_narrow","scholarly_communication","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.001129264,0.0012803443,0.0012385589,0.0006074081,0.00068498944,0.0013891675,0.0021026058,0.00091935194,0.010268609],"category_scores_gemma":[0.00015569404,0.0010875576,0.00049040397,0.0016633242,0.00091138383,0.0005641223,0.00053402706,0.0019253704,0.0006003832],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002930662,0.00058636477,0.0019010289,0.0011435366,0.001122303,0.00029613764,0.0023689088,0.0023615705,0.010817494,0.0030991375,0.96082497,0.0151855005],"study_design_scores_gemma":[0.0014484094,0.000303389,0.0013170486,0.0006833716,0.0005024788,0.00081267086,0.0013598069,0.0061259335,0.0030502116,0.008703413,0.973473,0.0022202325],"about_ca_topic_score_codex":0.00026758682,"about_ca_topic_score_gemma":0.0011625296,"teacher_disagreement_score":0.58111554,"about_ca_system_score_codex":0.0006934972,"about_ca_system_score_gemma":0.0013624053,"threshold_uncertainty_score":0.9999948},"labels":[],"label_agreement":null},{"id":"W7042410679","doi":"","title":"Propuesta de proceso constructivo de tierra armada con geotextiles en muros de contención para estabilización de taludes en Playa La Encontrada – Cañete 2016","year":2018,"lang":"en","type":"dissertation","venue":"renati","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Geotextile; Boom; Productivity; Quarter (Canadian coin); Real estate","score_opus":0.005430746183492728,"score_gpt":0.23100536366501906,"score_spread":0.22557461748152632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7042410679","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":[0.9916602,0.0011742653,0.00141724,0.00004904502,0.0006569189,0.000650999,0.00016799435,0.0006537506,0.0035696106],"genre_scores_gemma":[0.9930069,0.0015246207,0.0034650073,0.000038216556,0.00039695125,0.00038935267,0.00013370693,0.00011892611,0.00092634093],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977239,0.00021885554,0.0005715669,0.00043933844,0.000270601,0.0007757667],"domain_scores_gemma":[0.99881566,0.00029468272,0.00020477605,0.00028089166,0.00019786177,0.00020615633],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00046743578,0.000565548,0.0006701074,0.00014673236,0.00017764693,0.00013369344,0.0003772612,0.0007079924,0.00015652597],"category_scores_gemma":[0.00048441588,0.00053023425,0.00013914751,0.00014514526,0.0002636095,0.00017855741,0.00004554029,0.00052205264,0.000027956503],"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":[0.0007606779,0.00028507074,0.0054521672,0.010892167,0.0019703982,0.0004194248,0.024322215,0.0073844525,0.8455822,0.00453902,0.0073857238,0.09100647],"study_design_scores_gemma":[0.0063772937,0.0009842718,0.049417283,0.0081926845,0.0019613458,0.0037355719,0.029786324,0.046545807,0.7535845,0.029036867,0.06247804,0.007900009],"about_ca_topic_score_codex":0.0005791099,"about_ca_topic_score_gemma":0.0004441729,"teacher_disagreement_score":0.091997705,"about_ca_system_score_codex":0.0004298383,"about_ca_system_score_gemma":0.0006720144,"threshold_uncertainty_score":0.9997149},"labels":[],"label_agreement":null},{"id":"W7068896229","doi":"","title":"Liminaires","year":2020,"lang":"fr","type":"book-chapter","venue":"Industrias Culturais (Universidade de Coimbra)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Gratitude; The arts; Handicraft; Framing (construction)","score_opus":0.033380228718039084,"score_gpt":0.21053283140701115,"score_spread":0.17715260268897207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7068896229","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008180786,0.0016982381,0.00083703815,0.06695139,0.0036883915,0.0008913524,0.00097103574,0.0016561726,0.9151256],"genre_scores_gemma":[0.57807493,0.0024620632,0.004445372,0.0008042959,0.0042413766,0.000037042577,0.00036708597,0.00041685184,0.40915096],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975843,0.00006553911,0.0005413701,0.0007122055,0.00039989612,0.00069669215],"domain_scores_gemma":[0.9985199,0.00013943412,0.00026003295,0.00039779552,0.00017757712,0.0005052778],"candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00010510207,0.000896862,0.0009772821,0.0001983698,0.00043028625,0.00017389502,0.00062735466,0.0017447737,0.0049647735],"category_scores_gemma":[0.00013311405,0.0009839991,0.00047442436,0.00023077613,0.0006281577,0.00031093165,0.00040333252,0.0016369112,0.0022867795],"study_design_candidate":"not_applicable","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":[0.00012047351,0.000036988236,0.000057076937,0.00044882958,0.0014810314,0.0010427458,0.00059512386,0.0029306456,0.013907767,0.87258685,0.056685995,0.05010645],"study_design_scores_gemma":[0.0015823365,0.0003265506,0.0073159784,0.001049884,0.0010420526,0.000428463,0.0017098545,0.0005585767,0.0041715316,0.0058401437,0.97378945,0.0021851482],"about_ca_topic_score_codex":0.00043679218,"about_ca_topic_score_gemma":0.000067516165,"teacher_disagreement_score":0.91710347,"about_ca_system_score_codex":0.0005416928,"about_ca_system_score_gemma":0.00013500564,"threshold_uncertainty_score":0.9995512},"labels":[],"label_agreement":null},{"id":"W7069036791","doi":"","title":"Je me souviens ?","year":2014,"lang":"fr","type":"other","venue":"OpenEdition (OpenEdition)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Nucleofection; Gestational period; TSG101; Dysgeusia; Diafiltration; Liquation; Hyporeflexia; Demotion; Emperipolesis","score_opus":0.008786967910151561,"score_gpt":0.19843671982131597,"score_spread":0.1896497519111644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7069036791","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0011805957,0.0021596674,0.023470886,0.03411824,0.023340689,0.0016168405,0.0014296954,0.001422653,0.9112607],"genre_scores_gemma":[0.117848314,0.0045436374,0.019174388,0.01983627,0.018432887,0.0023863278,0.003628472,0.0014601592,0.81268954],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99606985,0.00023324328,0.0011309054,0.0009683143,0.000667212,0.00093049003],"domain_scores_gemma":[0.9978553,0.00019874812,0.00043915125,0.00082492456,0.00028690655,0.0003949728],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00040023954,0.0010351795,0.0012436177,0.00033581755,0.000540483,0.00036809352,0.00064854044,0.0009342134,0.19923742],"category_scores_gemma":[0.00018455237,0.0010768954,0.00039947178,0.0003808492,0.00049695093,0.0026423347,0.00032785087,0.00064889353,0.063238986],"study_design_candidate":"not_applicable","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":[0.000052286796,0.00023407934,0.000042059284,0.0012448035,0.00069658615,0.00006213715,0.00007564621,0.0042555397,0.004469724,0.72326356,0.23644,0.02916355],"study_design_scores_gemma":[0.0009511541,0.00016700245,0.0026684424,0.0008739899,0.0003077882,0.0001307229,0.00010253373,0.00044097842,0.0026308743,0.0065185283,0.98386675,0.0013412596],"about_ca_topic_score_codex":0.000094484334,"about_ca_topic_score_gemma":0.0008869185,"teacher_disagreement_score":0.74742675,"about_ca_system_score_codex":0.00029850382,"about_ca_system_score_gemma":0.00008742719,"threshold_uncertainty_score":0.9991681},"labels":[],"label_agreement":null},{"id":"W7069085555","doi":"","title":"Akron, Ohio","year":2009,"lang":"en","type":"other","venue":"OhioLink ETD Center (Ohio Library and Information Network)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"","score_opus":0.004851159345844545,"score_gpt":0.1679263064659634,"score_spread":0.16307514712011886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7069085555","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000010635103,0.0017203857,0.00062441634,0.00019546936,0.0013897746,0.00024893504,0.00012313164,0.0017100256,0.99397725],"genre_scores_gemma":[0.047690377,0.2132839,0.014587268,0.019445272,0.021619316,0.00038600352,0.009567241,0.0020070097,0.6714136],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99885446,0.000024791269,0.00047520964,0.0001462643,0.00012417983,0.0003750752],"domain_scores_gemma":[0.99949825,0.00001294005,0.0001341879,0.00022955012,0.0000074261484,0.00011761925],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000039654275,0.00036927237,0.00038565733,0.00016338064,0.00008533163,0.00017478768,0.00017277419,0.00037117818,0.0028016698],"category_scores_gemma":[0.0000019519218,0.00033466477,0.0000814215,0.00016985874,0.000060069233,0.0019224184,0.00010271818,0.0002726632,0.0002485357],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011457072,0.0000069836033,0.00001085515,0.0002158215,0.00006994755,0.0000012085874,0.000022086237,0.0007601441,0.0000014177601,0.1259352,0.8482865,0.02467836],"study_design_scores_gemma":[0.0003174551,0.00002442017,0.00021066795,0.00030521918,0.000017680308,0.000015074705,0.0000020921455,0.00063685427,0.00001668236,0.000551158,0.99754214,0.00036055333],"about_ca_topic_score_codex":4.1907292e-8,"about_ca_topic_score_gemma":5.419077e-7,"teacher_disagreement_score":0.32256362,"about_ca_system_score_codex":0.000006454683,"about_ca_system_score_gemma":0.000010279104,"threshold_uncertainty_score":0.99991053},"labels":[],"label_agreement":null},{"id":"W7083624843","doi":"10.1007/978-3-032-06593-3_20","title":"Empirical Bayesian Methods and BNNs for Medical OOD Detection","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in computer science","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Prior probability; Bayes' theorem; Bayesian probability; Bayesian inference; Inference; Artificial neural network; Uncertainty quantification; Empirical probability; Entropy (arrow of time); Predictive inference","score_opus":0.013762730931225318,"score_gpt":0.2931832349019598,"score_spread":0.2794205039707345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7083624843","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00007441084,0.0004565337,0.9960457,0.0004146646,0.0017352996,0.00018713837,0.0000051368143,0.00016469527,0.00091642514],"genre_scores_gemma":[0.12934035,0.00030513937,0.86835074,0.00078417023,0.000895196,0.000056615412,0.0000033569654,0.000041206356,0.00022320192],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988531,0.000014296882,0.0002640236,0.00041429562,0.00022242648,0.00023184202],"domain_scores_gemma":[0.999249,0.00040339463,0.000029870238,0.00018488719,0.000053561896,0.00007930753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004528135,0.00021751884,0.0003232258,0.00022143788,0.0001229435,0.00007011332,0.0002537514,0.00031371656,0.000024728699],"category_scores_gemma":[0.00016830687,0.00018670599,0.00005481602,0.00012770091,0.00036899958,0.00004692114,0.00021040482,0.0003196164,0.0000011703071],"study_design_candidate":"design_other","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":[0.0000034470108,0.0000021916078,0.000005579186,0.000103042614,0.000012172391,0.0000021975306,0.0000375756,0.002587732,0.00036864,0.00040444286,0.000016198943,0.9964568],"study_design_scores_gemma":[0.00035495262,0.00013630839,0.00012461627,0.00045697516,0.00003901435,0.00008783756,4.1787223e-7,0.7715639,0.012371357,0.20202988,0.012232846,0.000601905],"about_ca_topic_score_codex":0.0000029822324,"about_ca_topic_score_gemma":0.000052500014,"teacher_disagreement_score":0.99585485,"about_ca_system_score_codex":0.00006175442,"about_ca_system_score_gemma":0.00006516035,"threshold_uncertainty_score":0.76136494},"labels":[],"label_agreement":null},{"id":"W7089050388","doi":"","title":"Kajian Eksperimental Peningkatan Kinerja Kuat Lentur Sambungan Ordinary dan Extended End Plate","year":2025,"lang":"id","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","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; Stress (linguistics); Waterproofing; Work (physics)","score_opus":0.11202945898344355,"score_gpt":0.4772450533563836,"score_spread":0.36521559437294004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7089050388","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":[0.911845,0.049879458,0.00045399828,0.0005617711,0.006640456,0.0010260894,0.00021797977,0.0002949365,0.029080287],"genre_scores_gemma":[0.9788265,0.017155085,0.0004778854,0.00017973344,0.000388362,0.00007332398,0.0000421171,0.00011145699,0.0027454847],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9951558,0.00032696046,0.0018880906,0.00089728954,0.00079311774,0.0009387536],"domain_scores_gemma":[0.99751234,0.0002468181,0.0007519995,0.0008203219,0.00027736972,0.0003911674],"candidate_categories":["metaepi_narrow","scholarly_communication","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0008934938,0.0009292974,0.0017656012,0.0010769853,0.0007632969,0.0021192352,0.0030663281,0.00033976338,0.014078664],"category_scores_gemma":[0.00019468066,0.0009088309,0.00046851378,0.001351569,0.00044882201,0.00198889,0.002955632,0.0009736278,0.00007965224],"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":[0.00063335535,0.0005555397,0.029995557,0.0008506744,0.0019402414,0.00022292921,0.000249499,0.0009981414,0.8982686,0.0010719964,0.034851383,0.030362118],"study_design_scores_gemma":[0.0026879038,0.00007810575,0.55046564,0.0033768904,0.0009123174,0.0001823606,0.0010198881,0.00050245697,0.37007174,0.0063058375,0.06225293,0.0021439018],"about_ca_topic_score_codex":0.0008746077,"about_ca_topic_score_gemma":0.0000702046,"teacher_disagreement_score":0.5281968,"about_ca_system_score_codex":0.00033299683,"about_ca_system_score_gemma":0.0001692934,"threshold_uncertainty_score":0.99933624},"labels":[],"label_agreement":null},{"id":"W7090619117","doi":"","title":"Homozygous &amp;alpha;-Spectrin (SPTA1) Variant Causing Persistent Hereditary Pyropoikilocytosis in a Newborn: A Case Report and Literature Review","year":2025,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","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":"Canadian Paediatric Society","funders":"","keywords":"Jaundice; Anemia; Hemolytic anemia; Missense mutation; Hemolysis; Hereditary spherocytosis; Exome sequencing; Blood transfusion","score_opus":0.10381860256887848,"score_gpt":0.456544673289826,"score_spread":0.3527260707209475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7090619117","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49429128,0.50058854,0.0004836076,0.0006115201,0.0011024319,0.0006768776,0.00005441074,0.00012020558,0.002071168],"genre_scores_gemma":[0.7084216,0.28943843,0.0012207648,0.00030437508,0.00016753392,0.000101851794,0.000013771063,0.000045775563,0.00028588786],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.99773574,0.00013705606,0.0010818564,0.00041971612,0.00027671483,0.0003488963],"domain_scores_gemma":[0.9988593,0.00010991081,0.00025615853,0.000436788,0.00018923233,0.00014862197],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00080354867,0.00035218336,0.000969672,0.00059257855,0.0002093453,0.00065532845,0.0004590713,0.00013274948,0.0008157523],"category_scores_gemma":[0.00023693456,0.00031362716,0.00019121272,0.001330064,0.00010164884,0.0007388381,0.0005704758,0.00046674378,0.000002448753],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047807436,0.0006957142,0.022573851,0.021514839,0.003220407,0.6140365,0.0012651316,0.00437355,0.060507644,0.00042631326,0.15000685,0.120901145],"study_design_scores_gemma":[0.0041438052,0.00006869534,0.09312521,0.09808969,0.0023838459,0.6426544,0.0010959866,0.0012763705,0.008302204,0.011729629,0.13293074,0.0041993866],"about_ca_topic_score_codex":0.0007225328,"about_ca_topic_score_gemma":0.00025544484,"teacher_disagreement_score":0.21413034,"about_ca_system_score_codex":0.00014543135,"about_ca_system_score_gemma":0.00006529304,"threshold_uncertainty_score":0.9999316},"labels":[],"label_agreement":null},{"id":"W7097384611","doi":"","title":"Korean Geosynthetic Society Conference","year":2003,"lang":"en","type":"article","venue":"","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Frost (temperature); Degradation (telecommunications); Spring (device); Precipitation; Frost heaving; Range (aeronautics)","score_opus":0.009940113285887769,"score_gpt":0.17366603471966796,"score_spread":0.1637259214337802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7097384611","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":[0.49542436,0.00018295518,0.033654857,0.00018521925,0.0007830921,0.00010789933,0.0000048922707,0.0014075774,0.46824914],"genre_scores_gemma":[0.99756455,0.00006683842,0.0018368512,0.000026799347,0.000009843397,0.000005515122,2.609402e-7,0.0000045920942,0.00048473984],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997454,0.000004518002,0.00006591025,0.000053023876,0.00003545205,0.00009568069],"domain_scores_gemma":[0.9998907,0.0000068823515,0.000003729635,0.00006479142,0.000013032646,0.000020884323],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000030297177,0.000052744108,0.000063093015,0.000004640384,0.000031584175,0.000012923414,0.000029226123,0.000025500243,0.0011029545],"category_scores_gemma":[0.0000053962585,0.000042276184,0.000031124626,0.000030746578,0.000032090345,0.000019730665,0.000006803996,0.000031376963,0.000113520895],"study_design_candidate":"theoretical_or_conceptual","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":[0.0000032633177,0.00005651895,0.00078273285,0.00022815632,0.00025422583,0.0000038659064,0.0005238161,0.0073859026,0.16925323,0.7558444,0.027457858,0.038206033],"study_design_scores_gemma":[0.0009810629,0.00007357814,0.002794252,0.000058917158,0.00007278452,0.00012604658,0.0023948424,0.019548671,0.5290378,0.078261696,0.36517528,0.0014751025],"about_ca_topic_score_codex":0.0000029370012,"about_ca_topic_score_gemma":0.0000016608402,"teacher_disagreement_score":0.6775827,"about_ca_system_score_codex":0.0000055070795,"about_ca_system_score_gemma":0.0000027778794,"threshold_uncertainty_score":0.99981016},"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":"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":[0.90175706,0.010860269,0.020292101,0.0031793467,0.013593732,0.0013931335,0.0005279399,0.0012129914,0.04718342],"genre_scores_gemma":[0.9848444,0.0041214996,0.00058394903,0.00026121107,0.0012805574,0.00012636227,0.00007211414,0.00016124526,0.008548672],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9933085,0.00028680172,0.0021806534,0.0012407381,0.0010196452,0.001963657],"domain_scores_gemma":[0.99698174,0.00034031787,0.00045481263,0.0012545037,0.00037138446,0.00059723714],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0007715016,0.0014529818,0.0018780617,0.00057118834,0.0015412644,0.00070076785,0.0011754492,0.00077749824,0.00075188256],"category_scores_gemma":[0.0003704579,0.0014030312,0.0008552894,0.0012929081,0.0005757016,0.0006950974,0.001051422,0.0017407854,0.00031644412],"study_design_candidate":"not_applicable","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":[0.002703923,0.0023740788,0.040795363,0.008517198,0.009860929,0.0012620448,0.0054419814,0.048828114,0.18692534,0.15579437,0.040916763,0.49657992],"study_design_scores_gemma":[0.013195636,0.0016068922,0.092481345,0.0071566147,0.003526041,0.0008651565,0.0056150514,0.042588968,0.037504744,0.022861669,0.7639464,0.008651456],"about_ca_topic_score_codex":0.00047537274,"about_ca_topic_score_gemma":0.00017545385,"teacher_disagreement_score":0.7230297,"about_ca_system_score_codex":0.0005826088,"about_ca_system_score_gemma":0.00030530116,"threshold_uncertainty_score":0.99982196},"labels":[],"label_agreement":null},{"id":"W7131970241","doi":"","title":"Geotechnical implications of bedrock characteristics in the Belledune area, northern New Brunswick.","year":2005,"lang":"","type":"article","venue":"Bulgarian Portal for Open Science","topic":"Geotechnical and construction materials studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bedrock; Geotechnical investigation; Permafrost; Sinkhole; Deformation (meteorology)","score_opus":0.024397315217042456,"score_gpt":0.2732612585923832,"score_spread":0.24886394337534073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7131970241","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":[0.93879473,0.0005932933,0.01890222,0.024183618,0.0013006327,0.0050687697,0.00033435802,0.00012371871,0.010698633],"genre_scores_gemma":[0.995909,0.000108304535,0.002928221,0.00017175874,0.00021030194,0.000088112734,0.000013036802,0.000022105134,0.00054918433],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9970951,0.000022594902,0.001207945,0.00060634385,0.00041102534,0.0006569728],"domain_scores_gemma":[0.998246,0.00013279883,0.00033093378,0.00087792054,0.0002248232,0.00018753404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013172493,0.00030366718,0.0005721824,0.00015119526,0.0005488951,0.000349918,0.0033851194,0.0001491153,0.00026999734],"category_scores_gemma":[0.00036687593,0.00024401731,0.00013619906,0.001058825,0.0008014082,0.0005057477,0.00080931175,0.00025999342,0.000036696692],"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":[0.00046025123,0.0020407883,0.048194926,0.0004900523,0.00029004377,0.000025568495,0.0065418184,0.02709432,0.05884888,0.40809554,0.00784321,0.44007462],"study_design_scores_gemma":[0.0032369439,0.00073585607,0.8414918,0.00050631654,0.0003437879,0.0004386609,0.0019087911,0.018743142,0.006821554,0.017211622,0.10656306,0.0019984527],"about_ca_topic_score_codex":0.0011563635,"about_ca_topic_score_gemma":0.004790603,"teacher_disagreement_score":0.7932969,"about_ca_system_score_codex":0.00007918393,"about_ca_system_score_gemma":0.0011186535,"threshold_uncertainty_score":0.99507374},"labels":[],"label_agreement":null},{"id":"W7133106646","doi":"","title":"Diseño del pavimento rígido y propuesta económica de construcción que facilite el acceso tanto de vehículos como de personas en la calle 10 entre carrera 6a a la 1º del barrio Daniel Jordán municipio de Los Patios","year":2019,"lang":"es","type":"article","venue":"Repositorio Universidad Francisco de Paula Santander","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Expansive; Limiting; State (computer science); Context (archaeology)","score_opus":0.003045033429665342,"score_gpt":0.21537297744326026,"score_spread":0.21232794401359492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7133106646","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":[0.9798644,0.0022459684,0.005748761,0.00020099337,0.0006710236,0.00090582744,0.00034566672,0.00038204115,0.00963529],"genre_scores_gemma":[0.99409914,0.001060036,0.0020361554,0.00008999924,0.00040283045,0.000056574296,0.00003729704,0.0001208359,0.0020971172],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.99554455,0.00077755196,0.0008088951,0.0008722202,0.00052814145,0.0014686149],"domain_scores_gemma":[0.9974616,0.000531998,0.00030636205,0.00081459247,0.0002259516,0.00065947534],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006014388,0.0008782349,0.0009975075,0.00019224876,0.000528896,0.0005231197,0.0007275587,0.0009851265,0.0004277722],"category_scores_gemma":[0.00013133387,0.0009289986,0.0003903009,0.00033042132,0.00031685762,0.000435318,0.0003893668,0.00094305666,0.0000582315],"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":[0.00107755,0.0004790368,0.49815693,0.002590272,0.0023849674,0.0021568104,0.019433292,0.014004899,0.44972196,0.0052795424,0.0023019207,0.0024128265],"study_design_scores_gemma":[0.027471682,0.0018387882,0.23439342,0.008323912,0.0064301626,0.013798613,0.07987623,0.11839846,0.1493856,0.002285188,0.34579766,0.012000295],"about_ca_topic_score_codex":0.0027329929,"about_ca_topic_score_gemma":0.00021928879,"teacher_disagreement_score":0.34349576,"about_ca_system_score_codex":0.0022431607,"about_ca_system_score_gemma":0.0010709985,"threshold_uncertainty_score":0.99931604},"labels":[],"label_agreement":null},{"id":"W7155301599","doi":"","title":"Revisión sistemática de pruebas para obtener los parámetros geotécnicos del suelo: tendencias, alcances y limitaciones","year":2021,"lang":"es","type":"article","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","topic":"Geotechnical and construction materials studies","field":"Engineering","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":"Work (physics); Quarter (Canadian coin); Order (exchange); State (computer science)","score_opus":0.02295858825689771,"score_gpt":0.24308196048308284,"score_spread":0.22012337222618514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7155301599","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":[0.50951666,0.077529535,0.030420145,0.101001546,0.015228301,0.0044955304,0.0018222657,0.0064967684,0.25348923],"genre_scores_gemma":[0.9807268,0.0093065,0.006428992,0.00035555463,0.0016474983,0.00047885763,0.00018439894,0.00014919175,0.0007222303],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9931042,0.0007551611,0.0017348181,0.0014541836,0.001218694,0.001732948],"domain_scores_gemma":[0.9957762,0.00050640095,0.00056706305,0.0011593878,0.0011381068,0.0008528439],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008544282,0.001135201,0.001418591,0.00046726523,0.0012067402,0.00083838275,0.0008841082,0.0010162247,0.00018171684],"category_scores_gemma":[0.0014649136,0.0011302801,0.00067955523,0.0013541983,0.00010378996,0.00066814147,0.0006215238,0.0011490901,0.00007981178],"study_design_candidate":"not_applicable","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":[0.00024999643,0.00086580194,0.0018940514,0.0022581264,0.001195276,0.00093230733,0.00044496043,0.0022099665,0.034853015,0.94174933,0.0019372734,0.011409867],"study_design_scores_gemma":[0.0013029393,0.00011531046,0.018170156,0.0014240007,0.0005690954,0.002988068,0.00051724754,0.0016649404,0.014047199,0.0010651984,0.9566571,0.0014787349],"about_ca_topic_score_codex":0.0000037101383,"about_ca_topic_score_gemma":0.00010881213,"teacher_disagreement_score":0.95471984,"about_ca_system_score_codex":0.0011545948,"about_ca_system_score_gemma":0.0011324673,"threshold_uncertainty_score":0.99911475},"labels":[],"label_agreement":null},{"id":"W7160295650","doi":"10.30737/jurmateks.v8i1.6652","title":"Studi Mekanisme Kelongsoran dan Alternatif Penanganan Tanah Lunak Pada Ruas Jalan Tol Indrapura – Kisaran (STA 112+850 – STA 112+900)","year":2025,"lang":"","type":"article","venue":"Jurnal Manajemen Teknologi & Teknik Sipil","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":"Geotextile; Consolidation (business); Factor of safety; Reinforcement; Bearing capacity; Safety factor; Levee; Bridging (networking)","score_opus":0.009067106346980427,"score_gpt":0.2295928726175308,"score_spread":0.22052576627055037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7160295650","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":[0.9517346,0.0069081755,0.001661436,0.0077449316,0.009907,0.0026582135,0.0003104198,0.0020088474,0.01706639],"genre_scores_gemma":[0.9867915,0.0037999726,0.0008559899,0.0006170459,0.0009561697,0.00028693862,0.00006236887,0.00021347978,0.006416518],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.989825,0.0005463655,0.0032304206,0.0022006189,0.001419189,0.0027783816],"domain_scores_gemma":[0.9954708,0.0003792142,0.00096333574,0.0019910787,0.00057772815,0.0006178057],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0011429741,0.002135832,0.0027325011,0.0010743971,0.0016252965,0.0009902462,0.0028018774,0.0010456776,0.00057971996],"category_scores_gemma":[0.0004718043,0.0020079156,0.0008373589,0.0018676106,0.0010167867,0.000593668,0.002136858,0.00223162,0.00031226903],"study_design_candidate":"not_applicable","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":[0.0024179586,0.00465877,0.073089026,0.008031844,0.028643219,0.0055699167,0.004794184,0.015491968,0.21065454,0.115887664,0.05391636,0.47684455],"study_design_scores_gemma":[0.025868384,0.00592963,0.2719618,0.0050813556,0.007785281,0.0010145754,0.031779643,0.011848031,0.08481565,0.03836426,0.5003477,0.015203696],"about_ca_topic_score_codex":0.00089589664,"about_ca_topic_score_gemma":0.0010540985,"teacher_disagreement_score":0.46164086,"about_ca_system_score_codex":0.0009746607,"about_ca_system_score_gemma":0.00032276928,"threshold_uncertainty_score":0.99967444},"labels":[],"label_agreement":null},{"id":"W810638786","doi":"","title":"Seasonal Load Restrictions on Low Volume Highways: Pavement Strength Estimation","year":2009,"lang":"en","type":"article","venue":"2009 ANNUAL CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION IN A CLIMATE OF CHANGE","topic":"Geotechnical and construction materials studies","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":"Frost (temperature); Environmental science; Work (physics); Volume (thermodynamics); Geotechnical engineering; Engineering; Meteorology; Geography","score_opus":0.012917617246531607,"score_gpt":0.20390469689471766,"score_spread":0.19098707964818606,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W810638786","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":[0.99596786,0.00004846127,0.00019706026,0.0011390123,0.00027027907,0.00029012037,0.0018359856,0.000047757418,0.00020343668],"genre_scores_gemma":[0.9992219,0.00034737153,0.0001314362,0.000053576703,0.00001848536,0.000028533683,0.00016936995,0.00000729368,0.000021990796],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9983708,0.00003416479,0.0007079679,0.00014147788,0.00056478416,0.0001807697],"domain_scores_gemma":[0.99900043,0.000050390783,0.0004101661,0.000097322976,0.0003972766,0.000044440967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018161202,0.0001513487,0.0002892329,0.000096985335,0.00006368058,0.0000076305605,0.000075353084,0.000100317884,0.00005111587],"category_scores_gemma":[0.000022039061,0.00014376196,0.00006510531,0.0002797736,0.000038823207,0.00021315337,9.740074e-7,0.000104140665,3.8716541e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0032029508,0.0023622476,0.17950647,0.006521379,0.0008739437,0.00001795789,0.047149427,0.5033367,0.041048523,0.13936941,0.014498105,0.062112883],"study_design_scores_gemma":[0.0011724739,0.00016609451,0.9854281,0.00036106835,0.0000623423,1.1627755e-7,0.000978071,0.0030041605,0.007882662,0.00060619914,0.0001648883,0.00017385674],"about_ca_topic_score_codex":0.0066568768,"about_ca_topic_score_gemma":0.1033129,"teacher_disagreement_score":0.8059216,"about_ca_system_score_codex":0.0001484261,"about_ca_system_score_gemma":0.00012164583,"threshold_uncertainty_score":0.99995786},"labels":[],"label_agreement":null}]}