{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":10,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":10,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"271cb0aca5ce","filters":{"venue":"Studia Geotechnica et Mechanica"}},"results":[{"id":"W2556952881","doi":"10.1515/sgem-2015-0035","title":"On Unsaturated Soil Mechanics – Personal Views on Current Research","year":2015,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"","keywords":"Soil mechanics; Empirical research; Current (fluid); Broad spectrum; Civil engineering; Geotechnical engineering; Engineering; Earth science; Engineering ethics; Geology; Soil water; Soil science; Mathematics; Chemistry","authors":[{"name":"G. N. Pande","is_ca":false},{"name":"S. Pietruszczak","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.1154932609597755,"gpt":0.3419566684953997,"spread":0.2264634075356242,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005822112,0.0005430849,0.0008680782,0.001665183,0.001346154,0.005314294,0.0009919745,0.003701089,0.02708337],"category_scores_gemma":[0.0110443,0.0002108551,0.0003309339,0.0022585,0.003573097,0.006203132,0.002242617,0.004870176,0.009676351],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001362426,"about_ca_system_score_gemma":0.00142872,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007108563,"about_ca_topic_score_gemma":0.001013537,"domain_scores_codex":[0.9974015,0.000751145,0.000183369,0.0004397393,0.001022591,0.0002018179],"domain_scores_gemma":[0.9829975,0.006346375,0.001062874,0.001042484,0.007305786,0.001245019],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0001072,0.0001687239,0.002132617,0.0009697658,0.00004388957,0.000283242,0.003072419,0.001144499,0.001951547,0.1084858,0.6064865,0.2751538],"study_design_scores_gemma":[0.000005583996,0.00005296402,0.0006632045,0.0009209816,0.00001872286,0.0003735845,0.002484687,0.0003268872,0.0009337389,0.02747358,0.9667085,0.00003757714],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"commentary","genre_gemma":"commentary","genre_scores_codex":[0.007533879,0.342383,0.007551047,0.417369,0.04852539,0.0000223945,0.0004685778,0.0001565497,0.1759901],"genre_scores_gemma":[0.130086,0.5407449,0.005229181,0.1024328,0.1041187,0.00004998101,0.0003454481,0.0001761664,0.1168169],"genre_candidate":"commentary","genre_consensus":"commentary","teacher_disagreement_score":0.02708337,"threshold_uncertainty_score":0.09060287,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4386357165","doi":"10.2478/sgem-2023-0009","title":"Compressive and Tensile Strength of Nano-clay Stabilised Soil Subjected to Repeated Freeze–Thaw Cycles","year":2023,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Ultimate tensile strength; Stabiliser; Compressive strength; Materials science; Composite material; Water content; Clay soil; Curing (chemistry); Nano-; Durability; Geotechnical engineering; Soil water; Geology; Soil science","authors":[{"name":"Mahya Roustaei","is_ca":true},{"name":"Mahdi Sabetraftar","is_ca":false},{"name":"Ehsan Taherabadi","is_ca":false},{"name":"Meysam Bayat","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02897046559426392,"gpt":0.2581407554473316,"spread":0.2291702898530677,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002286472,0.0003080337,0.0002138614,0.0003164101,0.0001499885,0.0001464542,0.0001374078,0.0002599211,0.001342521],"category_scores_gemma":[0.0003213964,0.0001474229,0.0001916525,0.0002386275,0.0001941232,0.0001909511,0.0001378009,0.000368044,0.0001453701],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001465128,"about_ca_system_score_gemma":0.0001084602,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001151268,"about_ca_topic_score_gemma":0.002871306,"domain_scores_codex":[0.9998858,0.00001066536,0.00001081373,0.00002128408,0.00004703365,0.00002434649],"domain_scores_gemma":[0.9996539,0.00006878196,0.0001004032,0.00001858654,0.0000944347,0.00006381732],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001027659,0.00001495457,0.0005286441,0.00004673101,0.000008294169,0.0000485435,0.00003670541,0.0002519426,0.9980708,0.00001244767,0.00001190944,0.0008662312],"study_design_scores_gemma":[0.000008303027,0.0005442024,0.01957295,0.00001808855,0.00002351812,0.00008762977,0.0001296035,0.00112107,0.977788,0.00002019575,0.0006750584,0.00001143221],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985884,0.0004124041,0.0004268329,0.000009951993,0.00001133579,0.000006742788,0.0002142221,0.000009722226,0.0003204509],"genre_scores_gemma":[0.9981897,0.0002191129,0.0005184536,0.00001546146,0.000003436974,0.00001219059,0.0002662648,0.000007367305,0.0007678285],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001342521,"threshold_uncertainty_score":0.00449121,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2095117339","doi":"10.2478/sgem-2014-0033","title":"Modeling of Fracture Propagation in Concrete Structures Using a Constitutive Relation with Embedded Discontinuity","year":2015,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Numerical methods in engineering","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"","keywords":"Discontinuity (linguistics); Constitutive equation; Finite element method; Context (archaeology); Extended finite element method; Structural engineering; Bending; Cracking; Deformation (meteorology); Mechanics; Computer science; Materials science; Engineering; Geology; Physics; Mathematical analysis; Mathematics; Composite material","authors":[{"name":"S. Pietruszczak","is_ca":true},{"name":"Ehsan Haghighat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03126586133844092,"gpt":0.2856189970428888,"spread":0.2543531357044478,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003199418,0.0002392391,0.000292838,0.000437309,0.000208263,0.0005969777,0.0006923011,0.0009844825,0.0005768465],"category_scores_gemma":[0.0006722346,0.0002754857,0.0003447347,0.0002607957,0.0006912582,0.0005043314,0.0004355297,0.0005010405,0.0001018991],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004242623,"about_ca_system_score_gemma":0.0003836676,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001331172,"about_ca_topic_score_gemma":0.0009705334,"domain_scores_codex":[0.9998733,0.00002821084,0.000008586459,0.00002380331,0.00005413344,0.00001201607],"domain_scores_gemma":[0.9997721,0.0001001933,0.00004390892,0.00004154427,0.00003015673,0.00001212306],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001199134,0.0000316995,0.0005605979,0.00002329726,0.000006891215,0.00006484885,0.00003034464,0.9722109,0.01472587,0.00929041,0.00003665621,0.003006484],"study_design_scores_gemma":[0.000001976037,0.000008344718,0.0001077722,0.000002215037,0.000001262971,0.00001330074,0.000002799068,0.9983165,0.0008411919,0.0005747541,0.0001281493,0.000001883229],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2046081,0.0002188253,0.7902748,0.0001180702,0.00002464127,0.00003783161,0.00007029679,0.0001736507,0.004473926],"genre_scores_gemma":[0.9470311,0.000130974,0.0512779,0.0000174598,0.000006905521,0.00004036363,0.00003232371,0.00002029367,0.001442762],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001331172,"threshold_uncertainty_score":0.003078282,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1993219991","doi":"10.2478/sgm031201","title":"Description of hydraulic and strength properties of anisotropic geomaterials","year":2012,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Enhanced Oil Recovery Techniques","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"","keywords":"Anisotropy; Permeability (electromagnetism); Porous medium; Generalization; Porosity; Geotechnical engineering; Darcy's law; Materials science; Geology; Mechanics; Mathematics; Mathematical analysis; Physics; Chemistry; Optics","authors":[{"name":"S. Pietruszczak","is_ca":true},{"name":"G. N. Pande","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02043636837775751,"gpt":0.2232208118364423,"spread":0.2027844434586848,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004069636,0.000378348,0.0003593284,0.0008528052,0.0001859942,0.0007506036,0.0005024548,0.0004415155,0.001010946],"category_scores_gemma":[0.0006947035,0.0001550421,0.0003038279,0.0004485003,0.0008152371,0.0008414897,0.0003036978,0.0003801602,0.0002993968],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002911321,"about_ca_system_score_gemma":0.0003856985,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006394507,"about_ca_topic_score_gemma":0.0006917749,"domain_scores_codex":[0.9997705,0.00004357288,0.00001234421,0.00003544829,0.0001136266,0.00002450056],"domain_scores_gemma":[0.9996914,0.00008967688,0.00005418582,0.00004868854,0.000100232,0.00001578543],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","study_design_scores_codex":[0.00002941402,0.00004790379,0.001369111,0.0001371113,0.00001727335,0.0005199352,0.0000878995,0.3997595,0.06708615,0.5035394,0.001588695,0.02581761],"study_design_scores_gemma":[0.000006361533,0.00002964213,0.0008101751,0.00001136616,0.000006725208,0.0002644272,0.00003150961,0.908345,0.008351483,0.07557883,0.006545987,0.00001839665],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.09150302,0.0007548567,0.8711323,0.0002186668,0.00006777665,0.0000635918,0.0003085882,0.0001751354,0.03577602],"genre_scores_gemma":[0.9337461,0.0007059094,0.05770798,0.0001175308,0.00006706599,0.0001183122,0.0002217702,0.00007088852,0.007244381],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001010946,"threshold_uncertainty_score":0.003381968,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2807617621","doi":"10.2478/sgem-2018-0004","title":"Comparison of Analysis Specifications and Practices for Diaphragm Wall Retaining System","year":2018,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Diaphragm (acoustics); Retaining wall; Finite element method; Engineering; Bridge (graph theory); Structural engineering; Geotechnical engineering; Civil engineering; Construction engineering; Electrical engineering; Geography; Medicine","authors":[{"name":"Anu James","is_ca":false},{"name":"Babu Kurian","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06330043583063422,"gpt":0.3323224223534529,"spread":0.2690219865228187,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007681874,0.00052553,0.0004021681,0.002845998,0.000688677,0.00113247,0.001671605,0.0008820019,0.002098079],"category_scores_gemma":[0.01061371,0.0003887144,0.0008015186,0.00160927,0.0004849864,0.0009155235,0.0007760456,0.0004404711,0.0007522158],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001181916,"about_ca_system_score_gemma":0.001553541,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002876972,"about_ca_topic_score_gemma":0.003827519,"domain_scores_codex":[0.9870213,0.003564197,0.001444039,0.0005455047,0.006940925,0.0004840476],"domain_scores_gemma":[0.987023,0.003150734,0.000791796,0.002162857,0.006764454,0.0001072323],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.001179641,0.0003581773,0.05988735,0.001554657,0.000118947,0.0006545667,0.002342801,0.2932033,0.1647415,0.01644452,0.007394369,0.4521202],"study_design_scores_gemma":[0.0001683895,0.002893739,0.09442209,0.0009541787,0.0002613839,0.002239292,0.005873972,0.5079482,0.3090464,0.007222525,0.06858278,0.000386998],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6205227,0.001476228,0.3453265,0.0002923601,0.0001034165,0.0003620381,0.001884397,0.002015724,0.02801661],"genre_scores_gemma":[0.9028165,0.0005374369,0.09159189,0.00003638778,0.000009905559,0.0002321754,0.001743815,0.0003104365,0.002721439],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007681874,"threshold_uncertainty_score":0.04062611,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4288051969","doi":"10.2478/sgem-2022-0014","title":"Does water lubrication affect friction differently for rocks and soils? Evidence and open questions","year":2022,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"Regione Campania","keywords":"Lubrication; Geotechnical engineering; Soil water; Shear (geology); Geology; Tribology; Shear strength (soil); Materials science; Composite material; Soil science","authors":[{"name":"Francesco Cafaro","is_ca":false},{"name":"A. Hamad","is_ca":true},{"name":"L. Monterisi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02563297472576157,"gpt":0.2730946235373389,"spread":0.2474616488115773,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001676579,0.0003579666,0.001156798,0.001085536,0.0002899866,0.001571889,0.00106145,0.001280881,0.002862527],"category_scores_gemma":[0.0058389,0.0002911709,0.0007081122,0.001221282,0.001876722,0.002353899,0.0008465581,0.0005798407,0.0005566343],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003109397,"about_ca_system_score_gemma":0.0004246957,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002157726,"about_ca_topic_score_gemma":0.001640521,"domain_scores_codex":[0.9988385,0.000188372,0.0001588539,0.0004829608,0.0002237583,0.000107583],"domain_scores_gemma":[0.994837,0.003427211,0.001095551,0.0001958073,0.0003753163,0.00006905612],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.005040321,0.0007433255,0.1740442,0.07269767,0.003622474,0.002233705,0.0058453,0.001106994,0.05813589,0.02559962,0.004780095,0.6461504],"study_design_scores_gemma":[0.0001572435,0.002505131,0.7509763,0.01588599,0.003371136,0.003880756,0.02014639,0.001247846,0.03491659,0.04146018,0.1251573,0.0002951251],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"review","genre_gemma":"empirical","genre_scores_codex":[0.2936438,0.6911246,0.00163198,0.003743468,0.0002737744,0.00002884945,0.0005837174,0.00002628799,0.00894358],"genre_scores_gemma":[0.7509858,0.2457238,0.0007377906,0.0009001748,0.0002345628,0.00001946394,0.0004354675,0.00001826115,0.0009448495],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002862527,"threshold_uncertainty_score":0.009576082,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2499924219","doi":"10.1515/sgem-2015-0027","title":"Ultrasonic Waves and Strength Reduction Indexes for the Assessment of the Advancement of Deterioration Processes in Travertines from Pamukkale and Hierapolis (Turkey)","year":2015,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Building materials and conservation","field":"Earth and Planetary Sciences","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Frost (temperature); Geotechnical engineering; Environmental science; Geology; Geomorphology","authors":[{"name":"Alicja Bobrowska","is_ca":true},{"name":"Andrzej Domonik","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02499796969191497,"gpt":0.2596698323718667,"spread":0.2346718626799518,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002041251,0.0003062209,0.0002554301,0.001916623,0.0003480842,0.0003973347,0.0002201752,0.0004258079,0.0005375699],"category_scores_gemma":[0.0003519711,0.0001383732,0.0001564645,0.0009561335,0.0003161622,0.0001854017,0.0002488927,0.0001869108,0.0001416649],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003155377,"about_ca_system_score_gemma":0.000299389,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01618273,"about_ca_topic_score_gemma":0.04511308,"domain_scores_codex":[0.9998387,0.00001735223,0.00001361925,0.00005369377,0.00005023712,0.00002649806],"domain_scores_gemma":[0.9997391,0.00003747084,0.00007488027,0.0000106529,0.0001149749,0.00002292662],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0005599307,0.0001583985,0.8121412,0.0002032967,0.0001084994,0.001900872,0.00362042,0.002265845,0.1319096,0.000286724,0.0002725922,0.0465726],"study_design_scores_gemma":[0.000004013305,0.0001726024,0.9873646,0.00001065678,0.00003186086,0.0004422594,0.002129696,0.001161767,0.007843116,0.00004278267,0.0007837516,0.00001286462],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992592,0.00009056975,0.0001199382,0.000004291003,0.00000125137,0.000004363505,0.0000616488,0.00000384773,0.0004548677],"genre_scores_gemma":[0.9991224,0.00003606557,0.0003321311,0.000002272549,0.000001032168,0.000003731067,0.0001015739,0.000001461074,0.0003993896],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01618273,"threshold_uncertainty_score":0.03217703,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4408819716","doi":"10.2478/sgem-2025-0006","title":"Relationships between Shear Strength Parameters with Mineralogy and Index Properties of Compacted, Unsaturated Soils","year":2025,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Central University of Technology","keywords":"Soil water; Geotechnical engineering; Index (typography); Geology; Shear strength (soil); Shear (geology); Mineralogy; Materials science; Soil science; Composite material","authors":[{"name":"Armand Augustin Fondjo","is_ca":false},{"name":"Sai K. Vanapalli","is_ca":true},{"name":"Richard Ray","is_ca":false},{"name":"Elizabeth Theron","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02197956092129549,"gpt":0.2190526916174339,"spread":0.1970731306961384,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000417238,0.0002581853,0.0002394598,0.0007953444,0.00009184742,0.0003604204,0.0001014447,0.0001276067,0.0006483936],"category_scores_gemma":[0.001215356,0.0001427967,0.0001112384,0.0005891639,0.0002424852,0.0002256038,0.000212187,0.0001625444,0.00009443398],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001640784,"about_ca_system_score_gemma":0.00010513,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009699608,"about_ca_topic_score_gemma":0.001719346,"domain_scores_codex":[0.9998091,0.00002844042,0.0000264406,0.00004517387,0.00007441103,0.00001649015],"domain_scores_gemma":[0.9982332,0.0006233949,0.0006963867,0.0000788288,0.0002274449,0.0001407615],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0008566641,0.00009038926,0.754387,0.0001282546,0.0002522585,0.0001924228,0.0001580396,0.003139639,0.2280666,0.00007289642,0.00004704985,0.01260885],"study_design_scores_gemma":[0.000003719067,0.0002579001,0.9863058,0.000004114493,0.00003270578,0.0001606983,0.00009570028,0.001838106,0.01108995,0.00006255353,0.0001413322,0.000007305006],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995253,0.0001060315,0.0002005685,0.000001627356,4.419915e-7,0.000001928736,0.0000617469,0.000004430578,0.0000977862],"genre_scores_gemma":[0.9997609,0.00002930438,0.00008306721,0.000001714489,8.202541e-7,0.000001183324,0.0000767276,0.000001206817,0.00004506266],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0009699608,"threshold_uncertainty_score":0.002206564,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2043379481","doi":"10.2478/sgem-2013-0007","title":"THE RECONSTRUCTION OF THE HISTORICAL BUILDING OF THE LATIN SCHOOL IN MALBORK","year":2013,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Medieval European History and Architecture","field":"Arts and Humanities","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Situated; Latin Americans; Architectural engineering; Residence; History of architecture; Civil engineering; Architecture; Quarter (Canadian coin); Archaeology; History; Engineering; Sociology; Political science; Law; Computer science","authors":[{"name":"Z. Duda","is_ca":false},{"name":"Katarzyna Kryzia","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01686213072611486,"gpt":0.1995608962264468,"spread":0.182698765500332,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004146994,0.0003091119,0.0002016299,0.0019172,0.002132398,0.002699425,0.0004914253,0.000391953,0.007740734],"category_scores_gemma":[0.0005507413,0.0002323439,0.0001439758,0.001563461,0.004130038,0.0008054732,0.001902078,0.0005361161,0.000861052],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.005117685,"about_ca_system_score_gemma":0.001856468,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01155597,"about_ca_topic_score_gemma":0.0415319,"domain_scores_codex":[0.9996287,0.0001338296,0.000013706,0.00006725745,0.000059962,0.00009657688],"domain_scores_gemma":[0.9998668,0.00001930666,0.00004616738,0.00001783884,0.00002982806,0.00002006526],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.001587218,0.0002782373,0.1269601,0.002511442,0.00009832599,0.01955464,0.1880081,0.006801164,0.02009343,0.2996191,0.01246043,0.3220278],"study_design_scores_gemma":[0.00002275175,0.0002198193,0.1860629,0.001168113,0.00008051578,0.00331462,0.07851518,0.000802582,0.005068289,0.004582133,0.720093,0.00007012719],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"other","genre_scores_codex":[0.8376938,0.008934508,0.003005046,0.001237218,0.0002425447,0.00007479006,0.000387435,0.0001074597,0.1483173],"genre_scores_gemma":[0.986888,0.001242912,0.001041093,0.00003647017,0.00002172495,0.00001315568,0.0000974007,0.00003472651,0.01062455],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.01155597,"threshold_uncertainty_score":0.03713155,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2513549880","doi":"10.1515/sgem-2015-0036","title":"Influence of Structural Features and Fracture Processes on Surface Roughness: A Case Study from the Krosno Sandstones of the Górka–Mucharz Quarry (Little Beskids, Southern Poland)","year":2015,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Geological Formations and Processes Exploration","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Fracture (geology); Geology; Surface finish; Profilometer; Anisotropy; Surface roughness; Lamination; Mineralogy; Surface (topology); Geotechnical engineering; Geometry; Materials science; Composite material; Optics; Mathematics","authors":[{"name":"Łukasz Pieczara","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01990761845381137,"gpt":0.2485757400403772,"spread":0.2286681215865658,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003523445,0.000293805,0.0004882351,0.001359349,0.0007231017,0.0006903487,0.0003658114,0.000488558,0.0005921433],"category_scores_gemma":[0.0005907906,0.0002531001,0.0003947916,0.001320123,0.0007702958,0.0002549422,0.0005661036,0.0001803077,0.0001383191],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005887892,"about_ca_system_score_gemma":0.0004815026,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04826962,"about_ca_topic_score_gemma":0.1045519,"domain_scores_codex":[0.9997005,0.00006091629,0.0000216966,0.00007658348,0.00007986505,0.00006049084],"domain_scores_gemma":[0.9997003,0.0001023896,0.00005021384,0.00003554926,0.00007346371,0.00003824106],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0004204469,0.0002868014,0.9395803,0.0002060523,0.0001118575,0.01184821,0.01045796,0.003187625,0.01582395,0.0002743205,0.0001873701,0.01761505],"study_design_scores_gemma":[0.00001191833,0.0002183086,0.9862676,0.00001732439,0.00004138873,0.001210377,0.008043571,0.001604085,0.001544832,0.00007761919,0.0009491243,0.00001382768],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9997341,0.00001657811,0.00007922428,0.000003472884,2.413026e-7,0.000006158903,0.00003462756,9.507276e-7,0.0001246271],"genre_scores_gemma":[0.9995472,0.00003061872,0.0001886197,0.000002452072,6.832237e-7,0.000003675131,0.00006199886,0.000001533796,0.000163218],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04826962,"threshold_uncertainty_score":0.09597737,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}