{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":35,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":35,"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":"4bf4ae75dde3","filters":{"venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement"}},"results":[{"id":"W2033344540","doi":"10.1680/grim.2001.5.1.3","title":"Effects of electrode materials and current intermittence in electro-osmosis","year":2001,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":129,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Fetzer Institute","keywords":"Electrode; Osmotic coefficient; Anode; Electro-osmosis; Chemistry; Materials science; Osmosis; Permeability (electromagnetism); Analytical Chemistry (journal); Electrolyte; Electrophoresis; Membrane; Chromatography","authors":[{"name":"Eltayeb Mohamedelhassan","is_ca":true},{"name":"Julie Q. Shang","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003453364256250386,"gpt":0.1924443651775989,"spread":0.1889910009213485,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006178996,0.0003919945,0.0003150489,0.0002594574,0.0001555826,0.0005553953,0.0003036058,0.0003837291,0.0004914098],"category_scores_gemma":[0.002154863,0.0003129212,0.0002935494,0.000237541,0.0003330006,0.0006605894,0.0003387312,0.0004699106,0.00007610016],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002491294,"about_ca_system_score_gemma":0.0001079766,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002027747,"about_ca_topic_score_gemma":0.000296984,"domain_scores_codex":[0.999634,0.00008870297,0.00005361268,0.00007012166,0.0001094275,0.00004406973],"domain_scores_gemma":[0.9980125,0.001197813,0.0003836494,0.0001238408,0.0001975226,0.00008454316],"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":[0.0002680812,0.00003376825,0.0007279665,0.0001249898,0.00001569351,0.0000885707,0.00003532907,0.0003228148,0.9958977,0.00004309212,0.00001335358,0.002428731],"study_design_scores_gemma":[0.00001314102,0.0007072197,0.006213701,0.00001279847,0.00002548143,0.0001116361,0.00002932981,0.001089359,0.9912144,0.00002750078,0.0005482769,0.000007106634],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996452,0.001305179,0.001798698,0.00004731455,0.00002678969,0.00001849854,0.00004367742,0.00003296124,0.0002748855],"genre_scores_gemma":[0.9970984,0.0005179483,0.001985095,0.00003647503,0.00001199156,0.0000144417,0.00004709173,0.00001773435,0.0002707131],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0006178996,"threshold_uncertainty_score":0.003267825,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2080761142","doi":"10.1680/grim.2005.9.4.137","title":"Encapsulated stone columns as a soil improvement technique for collapsible soil","year":2005,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":127,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Geotechnical engineering; Foundation (evidence); Settlement (finance); Bearing capacity; Rigidity (electromagnetism); Geology; Environmental science; Engineering; Structural engineering","authors":[{"name":"Tahar Ayadat","is_ca":true},{"name":"Adel Hanna","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006011959204366748,"gpt":0.2007961299633514,"spread":0.1947841707589846,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001027782,0.0004203079,0.0001892558,0.00029728,0.0001316944,0.0001820815,0.0002329041,0.0001455236,0.0005730396],"category_scores_gemma":[0.0001692003,0.0001214994,0.0001539738,0.0001772155,0.0001798986,0.0001376788,0.0002176837,0.0001609847,0.0001294942],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001134369,"about_ca_system_score_gemma":0.0001664238,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001037695,"about_ca_topic_score_gemma":0.003854845,"domain_scores_codex":[0.9998807,0.0000139287,0.000004944183,0.00001742876,0.00005620848,0.00002685343],"domain_scores_gemma":[0.9998516,0.00002418484,0.00005346636,0.00002036283,0.00002919114,0.00002116418],"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":[0.00008824521,0.00003255736,0.001999404,0.00007843103,0.00001768459,0.0002310381,0.00006640415,0.003354997,0.978826,0.000119687,0.00005042332,0.01513517],"study_design_scores_gemma":[0.000007495265,0.001160353,0.01110056,0.00001212602,0.00003387251,0.0003132754,0.00005873714,0.007093578,0.9782289,0.00003716579,0.001937864,0.00001617024],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9854655,0.0002987748,0.01351488,0.000009780607,0.0000105735,0.00001891583,0.00004072347,0.00008954965,0.000551296],"genre_scores_gemma":[0.9914575,0.0001228681,0.007631876,0.00000692565,0.0000027885,0.000007978106,0.00003453262,0.000009009445,0.0007264031],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001037695,"threshold_uncertainty_score":0.002063334,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2154596034","doi":"10.1680/grim.2002.6.4.145","title":"Feasibility assessment of electro-osmotic consolidation on marine sediment","year":2002,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Consolidation (business); Void ratio; Hydraulic conductivity; Geotechnical engineering; Soil water; Pore water pressure; Geology; Soil science; Permeability (electromagnetism); Environmental science; Chemistry; Membrane","authors":[{"name":"Eltayeb Mohamedelhassan","is_ca":true},{"name":"Julie Q. Shang","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01143111065848834,"gpt":0.2240101129925985,"spread":0.2125790023341101,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004300673,0.0003816401,0.0002175564,0.0003933333,0.0001680646,0.0002279275,0.0002658795,0.0002249665,0.0005331442],"category_scores_gemma":[0.0005132518,0.0001362365,0.0002022999,0.0002301202,0.000271471,0.0003333449,0.0004249632,0.0001811804,0.00008531762],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002229385,"about_ca_system_score_gemma":0.0003154655,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006910184,"about_ca_topic_score_gemma":0.001497221,"domain_scores_codex":[0.9997516,0.00003322688,0.00002448978,0.00003143254,0.0001353674,0.00002384874],"domain_scores_gemma":[0.9997049,0.00004638125,0.00009435741,0.00002552615,0.0001093175,0.00001954576],"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":[0.0001298584,0.00005079862,0.004027752,0.0001108623,0.000007668368,0.00009988175,0.00005351304,0.002707659,0.9747185,0.0001244033,0.00002270107,0.0179464],"study_design_scores_gemma":[0.00001304043,0.001384021,0.01571687,0.00001523005,0.00002386496,0.0001112536,0.0001286493,0.01015868,0.971339,0.00004879226,0.001046093,0.00001450332],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9824579,0.0002833835,0.01621541,0.00001406163,0.000006419125,0.0001284718,0.00006949409,0.00004558012,0.0007791439],"genre_scores_gemma":[0.985716,0.0003564406,0.01321743,0.000007719295,0.000002802107,0.00005614801,0.00007257961,0.000005552729,0.0005653736],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0006910184,"threshold_uncertainty_score":0.002274394,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2026703232","doi":"10.1680/grim.2008.161.2.55","title":"Soil improvement by internally reinforced stone columns","year":2008,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shearing (physics); Brittleness; Reinforcement; Geotechnical engineering; Load bearing; Materials science; Bearing capacity; Structural engineering; Geology; Composite material; Engineering","authors":[{"name":"Tahar Ayadat","is_ca":true},{"name":"Adel Hanna","is_ca":true},{"name":"A. Hamitouche","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005851451507142024,"gpt":0.1763323380642005,"spread":0.1704808865570585,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000946712,0.0003344548,0.0001766612,0.0003707671,0.0001429102,0.0002367011,0.0002650276,0.0001546316,0.001269963],"category_scores_gemma":[0.0002653158,0.00008374755,0.0001684946,0.0002066003,0.0002155941,0.0001403786,0.0003261919,0.0001853607,0.0002057332],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001345483,"about_ca_system_score_gemma":0.0002043909,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007476613,"about_ca_topic_score_gemma":0.003361854,"domain_scores_codex":[0.9998809,0.00002055706,0.000003530482,0.00001183356,0.0000446829,0.00003836432],"domain_scores_gemma":[0.9998437,0.00003113253,0.00004527074,0.00001665408,0.00003725362,0.00002592342],"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":[0.0001566828,0.0000753023,0.005567192,0.00008020706,0.00002322674,0.0002106263,0.00007156625,0.008237281,0.9416543,0.0003662789,0.0001856201,0.0433716],"study_design_scores_gemma":[0.00002877583,0.001671833,0.02330244,0.00002146693,0.00006205204,0.0003033185,0.0001462806,0.0168125,0.9538664,0.0002231194,0.003543009,0.00001876451],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9906035,0.00006784147,0.007962827,0.00001232008,0.000005385454,0.000008262215,0.00002042978,0.0001771477,0.001142137],"genre_scores_gemma":[0.9944296,0.00004922153,0.004587875,0.000009216817,0.000002435498,0.000004041275,0.00002512358,0.00001528149,0.0008771504],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001269963,"threshold_uncertainty_score":0.00424844,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2088911975","doi":"10.1680/grim.2006.10.2.47","title":"Back-calculating vibro-installation stresses in stone-column-reinforced soils","year":2006,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Settlement (finance); Geotechnical engineering; Stress (linguistics); Geology; Soil water; Soil science; Computer science","authors":[{"name":"Hesham A. Elshazly","is_ca":false},{"name":"D. H. Hafez","is_ca":true},{"name":"Mostafa Mossaad","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005641039396100432,"gpt":0.1842576854687987,"spread":0.1786166460726983,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000194523,0.0003717466,0.0003005178,0.0004226487,0.0001564693,0.0004844737,0.0003986263,0.0004726933,0.001026515],"category_scores_gemma":[0.000950116,0.0002871871,0.0002673535,0.0003887706,0.0002877701,0.0002796868,0.0003226207,0.0002176087,0.0001699298],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004146757,"about_ca_system_score_gemma":0.0004392959,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009321917,"about_ca_topic_score_gemma":0.0106488,"domain_scores_codex":[0.9999013,0.00001512804,0.000006118008,0.00001657543,0.00004082577,0.00002006546],"domain_scores_gemma":[0.9995191,0.0003029712,0.00005709307,0.00002746746,0.00007258663,0.00002080928],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002453054,0.00007301384,0.007358184,0.0001834147,0.0000208147,0.0003712638,0.000179381,0.8865299,0.06691793,0.0004924454,0.00008161146,0.03754678],"study_design_scores_gemma":[0.000008914176,0.0001152721,0.005367821,0.000009954168,0.00001004083,0.00004636958,0.00007530375,0.9767567,0.01723571,0.0001842562,0.0001763478,0.00001330721],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9563186,0.00007269772,0.0421955,0.0000169332,0.00000733773,0.00001900337,0.00008480232,0.000154649,0.00113058],"genre_scores_gemma":[0.9911917,0.00006414332,0.007947714,0.000004324869,0.00000155582,0.0000118946,0.00004533554,0.00002346956,0.0007098499],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009321917,"threshold_uncertainty_score":0.01853532,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2114525892","doi":"10.1680/grim.2008.161.3.113","title":"Predicted and measured loads using the coherent gravity method","year":2008,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Royal Military College of Canada","funders":"Core Research for Evolutional Science and Technology; Deutscher Akademischer Austauschdienst","keywords":"Steel bar; Bar (unit); Soil water; Geotechnical engineering; Structural engineering; Welding; Reinforcement; Materials science; Geology; Engineering; Composite material; Soil science","authors":[{"name":"Richard J. Bathurst","is_ca":true},{"name":"Axel Nernheim","is_ca":true},{"name":"Tom Allen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01601244663985349,"gpt":0.2104398315794854,"spread":0.1944273849396319,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008317045,0.0007296177,0.0004997322,0.001556232,0.0002922283,0.0008357374,0.0009620502,0.0006810014,0.001158575],"category_scores_gemma":[0.003582841,0.0003020416,0.0003982945,0.001273937,0.0003169538,0.0008234901,0.0006092921,0.0003782349,0.0006235535],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005839204,"about_ca_system_score_gemma":0.0008113914,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007580501,"about_ca_topic_score_gemma":0.01078076,"domain_scores_codex":[0.9986235,0.0001203501,0.00006851293,0.0003429275,0.0007602985,0.00008429991],"domain_scores_gemma":[0.9986218,0.0003162923,0.0002148117,0.0002868761,0.0005286301,0.00003159388],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003773568,0.0004375298,0.1032922,0.0002198592,0.0001629515,0.0001372601,0.0002865943,0.5104244,0.07093657,0.001533187,0.002253164,0.3099389],"study_design_scores_gemma":[0.00004132981,0.0001907609,0.05166054,0.00002071793,0.00004024071,0.00006281641,0.00007354147,0.9191624,0.02710525,0.0004830325,0.001087258,0.00007214476],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7961397,0.0001352885,0.1963003,0.00005388265,0.00004181436,0.00007027716,0.001256053,0.001950121,0.004052675],"genre_scores_gemma":[0.9511574,0.00007080092,0.04681907,0.00001972213,0.000008995415,0.0000558607,0.001084893,0.0001066703,0.0006766078],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007580501,"threshold_uncertainty_score":0.0150727,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2094477717","doi":"10.1680/grim.2001.5.2.57","title":"Numerical modelling of rock preconditioning by destress blasting","year":2001,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"McGill University","funders":"","keywords":"Rock blasting; Drilling and blasting; Geotechnical engineering; Geology; Excavation; Mining engineering","authors":[{"name":"Bin Tang","is_ca":true},{"name":"Hani S. Mitri","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.012605933083506,"gpt":0.1892956885082627,"spread":0.1766897554247567,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002489914,0.0003271714,0.0004274189,0.000300561,0.0003739822,0.0007463305,0.0007811903,0.0008078429,0.001886968],"category_scores_gemma":[0.0007937764,0.0002537794,0.0004645047,0.0002669048,0.0006099115,0.0003774504,0.000607912,0.0004470394,0.0002643134],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005356677,"about_ca_system_score_gemma":0.000954774,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008862924,"about_ca_topic_score_gemma":0.005042011,"domain_scores_codex":[0.99984,0.00003013509,0.00001163936,0.00002472008,0.0000653251,0.00002804664],"domain_scores_gemma":[0.999736,0.000114698,0.00004408028,0.00003511324,0.00005193565,0.00001809513],"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":[0.0000225607,0.00001135054,0.0006881633,0.00002195262,0.000004375376,0.00006981401,0.00008792337,0.9876522,0.005539547,0.002402293,0.00007826602,0.003421623],"study_design_scores_gemma":[0.000005152664,0.00001299242,0.0002055627,0.000003956917,0.000002155855,0.00002041256,0.00001653589,0.9971621,0.001334384,0.0003482668,0.0008836749,0.000004888792],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3398593,0.0002219247,0.6378901,0.0002085726,0.00006816262,0.0001529447,0.0002969636,0.0008100979,0.02049192],"genre_scores_gemma":[0.9094355,0.0002292654,0.08452604,0.00003579579,0.000009188737,0.0001311009,0.0001779342,0.00009055925,0.005364576],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008862924,"threshold_uncertainty_score":0.01762265,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2106997052","doi":"10.1680/grim.2010.163.2.101","title":"On settlement of stone column foundation by Priebe's method","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Settlement (finance); Foundation (evidence); Column (typography); Geotechnical engineering; Simple (philosophy); Geology; Mathematics; Civil engineering; Structural engineering; Computer science; Engineering; Archaeology; Geography; Epistemology; Philosophy","authors":[{"name":"Souhir Ellouze","is_ca":false},{"name":"Mounir Bouassida","is_ca":false},{"name":"Lassaad Hazzar","is_ca":true},{"name":"Hussein Mroueh","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004389652444173823,"gpt":0.207745011507444,"spread":0.2033553590632701,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003853648,0.0008930792,0.001190893,0.003295574,0.0006229639,0.001199113,0.002412064,0.001356588,0.005218927],"category_scores_gemma":[0.01519036,0.0005508838,0.0008881493,0.001580485,0.001718416,0.002025384,0.001398853,0.001053303,0.001917818],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006906409,"about_ca_system_score_gemma":0.0005368144,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001455778,"about_ca_topic_score_gemma":0.001452937,"domain_scores_codex":[0.9969401,0.00148009,0.0001308392,0.0004335042,0.0008597525,0.000155763],"domain_scores_gemma":[0.9951674,0.003449298,0.0002907557,0.0003703549,0.0006726677,0.00004962673],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0001596626,0.00006070919,0.007110618,0.0005346555,0.0000797989,0.0003176962,0.0007818409,0.3928187,0.006320383,0.1549774,0.003150984,0.4336875],"study_design_scores_gemma":[0.00001912977,0.0001226556,0.003475815,0.00008549917,0.00002374015,0.0004452638,0.0001139017,0.9428781,0.003919288,0.03939909,0.009422303,0.0000952138],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.007440054,0.0001585018,0.9890813,0.00003296357,0.00002876014,0.00006331102,0.00004544931,0.000140413,0.003009336],"genre_scores_gemma":[0.315634,0.0006557546,0.6762329,0.00006795104,0.00006088908,0.000515262,0.0001450439,0.0001994577,0.006488721],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005218927,"threshold_uncertainty_score":0.02038026,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2003601980","doi":"10.1680/grim.2000.4.1.13","title":"The effect of degree of saturation of sand on groutability—experimental simulation","year":2000,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Grout; Saturation (graph theory); Fineness; Degree of saturation; Geotechnical engineering; Quartz; Materials science; Cement; Dilution; Composite material; Mineralogy; Geology; Soil water; Soil science; Mathematics","authors":[{"name":"S. Perret","is_ca":true},{"name":"Kamal H. Khayat","is_ca":true},{"name":"Gérard Ballivy","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007526395231401478,"gpt":0.2130274679043925,"spread":0.205501072672991,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005026119,0.0003262208,0.0003397138,0.0004938801,0.0001983852,0.000316618,0.0004919968,0.0005155064,0.002020025],"category_scores_gemma":[0.001620097,0.0002222313,0.0003822077,0.0003741857,0.000440859,0.0004033191,0.0003389007,0.0004976175,0.000160844],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004056285,"about_ca_system_score_gemma":0.0002801415,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002999727,"about_ca_topic_score_gemma":0.00320866,"domain_scores_codex":[0.9997343,0.00003848486,0.00002164767,0.00004952442,0.00008078709,0.00007513959],"domain_scores_gemma":[0.9982546,0.001139348,0.0002047484,0.0001215036,0.0002016908,0.00007799528],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001818529,0.001419297,0.01549321,0.0006161458,0.00006060831,0.0003698199,0.00039286,0.3290121,0.6369039,0.00101093,0.0002720585,0.01263063],"study_design_scores_gemma":[0.00006679744,0.002656829,0.01108266,0.00003524953,0.00006227595,0.00006378046,0.0001622307,0.4122635,0.5725538,0.0002390156,0.0007641988,0.00004964528],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9964669,0.00009002155,0.002141724,0.00001481407,0.000005039568,0.00003336453,0.0001924946,0.00003816707,0.001017542],"genre_scores_gemma":[0.9986513,0.00006686639,0.0009361069,0.00000443879,0.00000104774,0.00001878523,0.00006783865,0.000006787634,0.0002467298],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002999727,"threshold_uncertainty_score":0.006757677,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2004534394","doi":"10.1680/grim.2007.11.3.163","title":"Settlement of circular foundations on stone-column-reinforced grounds","year":2007,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Settlement (finance); Humanities; Geology; Mathematics; Archaeology; Geotechnical engineering; Geography; Philosophy; Computer science","authors":[{"name":"Hesham A. Elshazly","is_ca":false},{"name":"D. H. Hafez","is_ca":true},{"name":"Mostafa Mossaad","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008358001379709558,"gpt":0.208787838421137,"spread":0.2004298370414274,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001460204,0.0002227111,0.0001558683,0.000417987,0.0001711565,0.0003417527,0.0002651383,0.0003165851,0.000684702],"category_scores_gemma":[0.0005486646,0.0001211001,0.0002390533,0.000291217,0.000377551,0.0002469655,0.0002986023,0.0001429331,0.0001327292],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003415047,"about_ca_system_score_gemma":0.0002937613,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006308592,"about_ca_topic_score_gemma":0.006868457,"domain_scores_codex":[0.9999151,0.00001282747,0.000004061211,0.00002204256,0.00002481782,0.0000211268],"domain_scores_gemma":[0.9998372,0.00007025928,0.00003661637,0.00001534157,0.00002759953,0.00001302752],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001163225,0.00002498444,0.03699923,0.00003926468,0.000019671,0.0004978743,0.000170831,0.9164416,0.02022165,0.002034721,0.00009715656,0.02333657],"study_design_scores_gemma":[0.000004335465,0.00006630155,0.02976969,0.00001020109,0.000009545471,0.0001058071,0.0001283304,0.9618894,0.007182615,0.0004869637,0.0003330802,0.00001370205],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9866714,0.0000286789,0.01198499,0.000005171222,0.000001962773,0.000004859118,0.00003115846,0.00002824408,0.00124355],"genre_scores_gemma":[0.9980678,0.00002399757,0.001498126,3.984858e-7,4.361245e-7,0.000002448099,0.00002354549,0.000002580542,0.0003806932],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006308592,"threshold_uncertainty_score":0.01254374,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2076803958","doi":"10.1680/grim.2004.8.1.17","title":"Effect of electro-osmotic treatment on piles","year":2004,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Pile; Geotechnical engineering; Shrinkage; Settlement (finance); Foundation (evidence); Soil water; Materials science; Environmental science; Soil science; Geology; Composite material; Computer science","authors":[{"name":"M. Hesham El Naggar","is_ca":true},{"name":"S. A. Routledge","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003868932754129621,"gpt":0.1993168954017095,"spread":0.1954479626475799,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007453838,0.0004032718,0.0002442759,0.0002109076,0.0001999853,0.0002757977,0.0002271259,0.0002253156,0.00172822],"category_scores_gemma":[0.0002336176,0.0001394413,0.0002759784,0.0001466719,0.0002699212,0.0001816068,0.0002625618,0.0003791437,0.0002144651],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001617331,"about_ca_system_score_gemma":0.000185936,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006477334,"about_ca_topic_score_gemma":0.001203122,"domain_scores_codex":[0.9998714,0.00001421207,0.00001016214,0.00002346415,0.00005005832,0.00003078274],"domain_scores_gemma":[0.9998037,0.00003731862,0.00005323327,0.0000184295,0.00003341629,0.00005389268],"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":[0.0001507866,0.00005183236,0.0002104151,0.00009147145,0.000008512212,0.00004914419,0.00002275016,0.0002498587,0.997138,0.00001503046,0.00001661199,0.001995452],"study_design_scores_gemma":[0.000008678464,0.001185915,0.005395155,0.000007018557,0.00002046138,0.00007413855,0.00005690751,0.0003794865,0.9919143,0.00001246952,0.0009359093,0.000009616211],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979928,0.0002213366,0.0007504353,0.00002269275,0.00002030151,0.00003217634,0.00007807774,0.00003276583,0.0008494129],"genre_scores_gemma":[0.9981744,0.0001494039,0.0005979911,0.00002444713,0.00000530302,0.00001385692,0.0000687958,0.000007536508,0.0009580791],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00172822,"threshold_uncertainty_score":0.005781412,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Khandaker M. Anwar Hossain","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006973568841764291,"gpt":0.1919894847751288,"spread":0.1850159159333645,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003634487,0.0003937308,0.0003301899,0.0005919966,0.0002414901,0.0006404445,0.0004277845,0.0003277908,0.001516181],"category_scores_gemma":[0.0004406151,0.0002290638,0.0002563345,0.0004009916,0.000282072,0.0002919206,0.0005063441,0.0003993166,0.0003011057],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002852624,"about_ca_system_score_gemma":0.0004453808,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001135507,"about_ca_topic_score_gemma":0.003599448,"domain_scores_codex":[0.9998702,0.00001985018,0.00001135393,0.00002794001,0.000040767,0.00002989631],"domain_scores_gemma":[0.999803,0.00002874263,0.00005711076,0.00002247385,0.0000577487,0.00003085143],"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":[0.0001454923,0.0000419938,0.001080927,0.000122043,0.00000913406,0.0001373404,0.00004914932,0.0006392158,0.9889636,0.00008282017,0.00001322748,0.008715037],"study_design_scores_gemma":[0.00002938891,0.001818333,0.01272035,0.0000482781,0.00006901709,0.0004272873,0.0001933146,0.0008921809,0.9773806,0.0001281946,0.006274518,0.00001857168],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9932486,0.0005600452,0.004126296,0.00003223191,0.00001546472,0.0001119538,0.0001329154,0.00006305431,0.001709462],"genre_scores_gemma":[0.9879232,0.000620901,0.009608383,0.0000166121,0.000002847996,0.00005808038,0.0002123001,0.0000210908,0.001536716],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001516181,"threshold_uncertainty_score":0.005072176,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1964603319","doi":"10.1680/grim.2010.163.2.121","title":"Using reinforced soil systems in hammer foundations","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","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":"Western University","funders":"Russian Science Foundation","keywords":"Hammer; Serviceability (structure); Reinforcement; Foundation (evidence); Engineering; Structural engineering; Shock (circulatory); Parametric statistics; Vibration; Geotechnical engineering; Computer science; Mathematics; Acoustics","authors":[{"name":"Mehdi Heidari","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01254490593326686,"gpt":0.2140105068856643,"spread":0.2014656009523974,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002115166,0.0002309903,0.0001557051,0.0002928344,0.0002056806,0.0004034438,0.0002232058,0.0002981733,0.001243176],"category_scores_gemma":[0.0005349584,0.0001083048,0.00007458204,0.000325179,0.000312954,0.0004396648,0.0003702343,0.0001257671,0.0003296838],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002024931,"about_ca_system_score_gemma":0.0001885469,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009186464,"about_ca_topic_score_gemma":0.002202115,"domain_scores_codex":[0.9998671,0.00004391138,0.000006826811,0.00001483926,0.00004147699,0.0000258508],"domain_scores_gemma":[0.9998191,0.00005778567,0.00003599571,0.00002726378,0.00003765044,0.00002226863],"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":[0.0005801512,0.000169156,0.009984753,0.0002017832,0.00003447254,0.00118632,0.0002647916,0.2500936,0.5872456,0.008440724,0.0003906952,0.1414081],"study_design_scores_gemma":[0.0001259744,0.003984105,0.0200785,0.0001168828,0.00009009712,0.001285566,0.0005030902,0.3770202,0.5796928,0.004535905,0.01248237,0.00008452919],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9541931,0.0002640396,0.04208136,0.00004447357,0.00001444446,0.00001664206,0.00002887009,0.0002509343,0.003106158],"genre_scores_gemma":[0.9950055,0.00008772504,0.004367194,0.000003659008,0.000001511408,0.000002568925,0.000009425602,0.000003764516,0.0005186221],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001243176,"threshold_uncertainty_score":0.004158854,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1991358775","doi":"10.1680/grim.2005.9.2.79","title":"Reinforced lime columns: a new technique for heave control","year":2005,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","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":"Western University","funders":"","keywords":"Lime; Expansive clay; Expansive; Geotechnical engineering; Swelling; Volume (thermodynamics); Environmental science; Materials science; Soil science; Geology; Soil water; Composite material; Compressive strength; Metallurgy; Physics","authors":[{"name":"E. Hewayde","is_ca":true},{"name":"Hany El Naggar","is_ca":true},{"name":"N. Khorshid","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005912680459209734,"gpt":0.1885143225129016,"spread":0.1826016420536918,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002170048,0.0003837245,0.0002614883,0.0006888785,0.0002404626,0.0004248702,0.0004507702,0.0002912198,0.001349136],"category_scores_gemma":[0.0003487329,0.0002223996,0.0002265659,0.0002471042,0.000419147,0.0006405328,0.0004567883,0.0003874355,0.0003520472],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001765447,"about_ca_system_score_gemma":0.0002255268,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003822659,"about_ca_topic_score_gemma":0.001091613,"domain_scores_codex":[0.9997754,0.00002079033,0.00001047904,0.00004450629,0.0001227314,0.00002614649],"domain_scores_gemma":[0.9998108,0.00004086173,0.00006356134,0.00002862075,0.00003418044,0.00002204497],"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":[0.00009256148,0.00005350149,0.0006371147,0.0002859871,0.00002301222,0.000157902,0.00006208963,0.0009940047,0.9182559,0.0009386551,0.000382498,0.07811677],"study_design_scores_gemma":[0.00003216621,0.0007976549,0.00289649,0.00003237055,0.00004052447,0.001053939,0.00005372466,0.006191625,0.9427454,0.0003089365,0.04580325,0.00004397455],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5507202,0.02248433,0.4045378,0.000864875,0.0004756531,0.0003023592,0.0002575883,0.002310144,0.01804707],"genre_scores_gemma":[0.8643968,0.004916188,0.1160266,0.0002988066,0.0001296777,0.0001182741,0.000113906,0.0001314242,0.01386829],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001349136,"threshold_uncertainty_score":0.004513264,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2154354722","doi":"10.1680/grim.2009.162.4.157","title":"Electrokinetic strengthening of soft clay","year":2009,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Electrokinetic phenomena; Anode; Geotechnical engineering; Materials science; Overburden pressure; Electrokinetic remediation; Shear strength (soil); Electrode; Composite material; Geology; Chemistry; Soil water; Soil science","authors":[{"name":"Eltayeb Mohamedelhassan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00440041720274689,"gpt":0.1915023215467788,"spread":0.1871019043440319,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001105229,0.0003052957,0.0002560345,0.0003021593,0.000117325,0.0002673125,0.0001916592,0.0002111702,0.0007514922],"category_scores_gemma":[0.0002075336,0.0001505578,0.0002573039,0.0001765979,0.0002171014,0.0002595494,0.0003421117,0.0003303926,0.000137219],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002197647,"about_ca_system_score_gemma":0.0001748673,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006515787,"about_ca_topic_score_gemma":0.001730442,"domain_scores_codex":[0.9998742,0.00001375643,0.00001030736,0.00002412414,0.00004320712,0.0000344875],"domain_scores_gemma":[0.9998592,0.00002336636,0.00004992399,0.00001031396,0.00003074889,0.00002640071],"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":[0.00003269092,0.000007221839,0.00008863893,0.00005215437,0.000004310889,0.00002997826,0.00001049525,0.0001142159,0.9983753,0.0000178942,0.0000126573,0.00125444],"study_design_scores_gemma":[0.000007563833,0.0002102254,0.002296313,0.000004953302,0.000008923583,0.00009037666,0.00002058645,0.0006354788,0.9960197,0.00001850795,0.000682061,0.000005278106],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970693,0.0006050988,0.001326405,0.00003464759,0.00001572637,0.00001519252,0.00005524401,0.00003210214,0.0008464259],"genre_scores_gemma":[0.9979006,0.0002496878,0.0008423167,0.00002488972,0.000004237601,0.000007515394,0.00004594785,0.000007749331,0.0009170598],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0007514922,"threshold_uncertainty_score":0.002514005,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2744466421","doi":"10.1680/jgrim.16.00038","title":"Stabilisation of soft soil with recycled plaster admixtures","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Stabiliser; Lime; Compressive strength; Cement; Cementation (geology); Gypsum; Materials science; Waste management; Atterberg limits; Soil stabilization; Environmental science; Geotechnical engineering; Metallurgy; Water content; Composite material; Soil water; Geology; Engineering","authors":[{"name":"Aly Ahmed","is_ca":true},{"name":"Nabil Nagy","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Takeshi KAMEI","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007200910748660982,"gpt":0.1881252027851978,"spread":0.1809242920365368,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002557232,0.0004859797,0.0003119471,0.0006506051,0.0001335059,0.0003675389,0.0002284477,0.000304053,0.0009181148],"category_scores_gemma":[0.0003804191,0.0001452628,0.0003204776,0.0003979658,0.0002484726,0.0002795023,0.0003445637,0.0004198794,0.0002486022],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001445999,"about_ca_system_score_gemma":0.0001798151,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003700822,"about_ca_topic_score_gemma":0.001268527,"domain_scores_codex":[0.9998046,0.00003354948,0.00001844295,0.00003640046,0.00007728056,0.00002979596],"domain_scores_gemma":[0.9997824,0.00003539609,0.00009364046,0.00002434699,0.00003739335,0.0000267753],"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":[0.00008106549,0.00001784598,0.0003430071,0.00009606111,0.00001130902,0.00006594469,0.00002687289,0.0004455363,0.9953859,0.00003996152,0.00000973266,0.003476778],"study_design_scores_gemma":[0.000003364613,0.0003467245,0.00162278,0.00001166318,0.0000188293,0.00009191159,0.00002813274,0.0004654857,0.9965385,0.00001592721,0.0008516044,0.000004965027],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9948698,0.001007858,0.003380232,0.00001767582,0.00001367268,0.00001702549,0.00005559656,0.00005512714,0.0005830682],"genre_scores_gemma":[0.9953256,0.0005607252,0.002856658,0.00001388216,0.000003404241,0.000008793887,0.00007459934,0.00001719641,0.001139013],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0009181148,"threshold_uncertainty_score":0.003071427,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2954345906","doi":"10.1680/jgrim.17.00072","title":"Load-sharing mechanism of non-displacement piled-raft foundation in sand","year":2019,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Raft; Pile; Foundation (evidence); Geotechnical engineering; Settlement (finance); Load sharing; Mechanism (biology); Displacement (psychology); Engineering; Geology; Computer science; Geography; Materials science","authors":[{"name":"Adel Hanna","is_ca":true},{"name":"Rouzbeh Vakili","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005141573486829731,"gpt":0.1898032361644348,"spread":0.184661662677605,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002516504,0.0002407808,0.0003653834,0.0006624316,0.0007178314,0.0004177556,0.0006539542,0.0003992692,0.001785678],"category_scores_gemma":[0.000768107,0.0002520036,0.0002550706,0.0002562062,0.0009962028,0.0003488061,0.0006305664,0.0001753184,0.0002096111],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004655799,"about_ca_system_score_gemma":0.0005023212,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003304997,"about_ca_topic_score_gemma":0.00355526,"domain_scores_codex":[0.999782,0.00002526461,0.00001153846,0.00002794533,0.0000819606,0.000071164],"domain_scores_gemma":[0.999587,0.000102737,0.0001156612,0.00006171616,0.00006966385,0.00006309229],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001266087,0.0003302772,0.01768462,0.0003017828,0.00008607727,0.004390188,0.0007371323,0.3684642,0.5649201,0.01199841,0.0004795481,0.02934172],"study_design_scores_gemma":[0.0001017792,0.001112866,0.0499781,0.00003553832,0.0001066457,0.001623133,0.001015935,0.7763157,0.1651405,0.003106603,0.001348166,0.0001149839],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.992109,0.00003198719,0.005710101,0.00001677566,0.000005588795,0.0000170556,0.00002265594,0.00008036189,0.002006596],"genre_scores_gemma":[0.9995044,0.000009848368,0.0002541677,8.241864e-7,4.124571e-7,0.000002167887,0.000003833439,0.000001385139,0.0002230286],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003304997,"threshold_uncertainty_score":0.006571531,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3008267239","doi":"10.1680/jgrim.19.00088","title":"Stabilisation of a clay soil by ion injection using an electrical field","year":2020,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":9,"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":"Distilled water; Soil water; Chemistry; Calcium; Chloride; Soil test; Permeability (electromagnetism); Ionic strength; Soil science; Kinetic energy; Stabiliser; Clay soil; Geotechnical engineering; Materials science; Environmental science; Geology; Aqueous solution; Chromatography; Membrane","authors":[{"name":"A. R. Estabragh","is_ca":true},{"name":"M J Moghadas","is_ca":true},{"name":"Akbar A. Javadi","is_ca":false},{"name":"J. Abdollahi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01076317142155963,"gpt":0.2093629912699502,"spread":0.1985998198483906,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002534375,0.0002677173,0.0002672149,0.0002495719,0.0001523142,0.0003874737,0.0002158973,0.0003198793,0.0005928325],"category_scores_gemma":[0.000357787,0.00010519,0.0001654332,0.0001711289,0.0002764287,0.0002893288,0.0002319486,0.0003116965,0.0001405745],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001372742,"about_ca_system_score_gemma":0.0001795307,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004825843,"about_ca_topic_score_gemma":0.0005195125,"domain_scores_codex":[0.9998915,0.00001724533,0.000007220491,0.00002992054,0.0000276222,0.00002632955],"domain_scores_gemma":[0.9998017,0.00006145991,0.00005475389,0.00001533794,0.00004449007,0.00002235241],"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":[0.00005551718,0.00001405269,0.0001120257,0.00002484879,0.000001923921,0.0000184143,0.00001708347,0.00007753669,0.9983503,0.00001832894,0.000004890315,0.001305149],"study_design_scores_gemma":[0.000006157206,0.0003831192,0.000583318,0.000003196968,0.000005161724,0.00003532394,0.0000198283,0.0004589902,0.9981262,0.00001224603,0.000363393,0.000003070216],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9942864,0.0001693003,0.004985813,0.00002468962,0.00001330879,0.00003363189,0.00003340659,0.00005878172,0.0003948543],"genre_scores_gemma":[0.9934156,0.0001699029,0.005216544,0.00001588398,0.000003809636,0.00001452654,0.00005027202,0.00001353534,0.001099922],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0005928325,"threshold_uncertainty_score":0.001983225,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2477867564","doi":"10.1680/jgrim.15.00017","title":"Estimating relative density of sand with cone penetration test","year":2016,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Cone penetration test; Relative density; Penetration test; Geotechnical engineering; Compaction; Liquefaction; Soil science; Geology; Penetration (warfare); Environmental science; Mathematics; Materials science; Composite material","authors":[{"name":"Abouzar Sadrekarimi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005735841375637304,"gpt":0.175846519871299,"spread":0.1701106784956616,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005349908,0.0003331349,0.0003443681,0.001796329,0.0001903781,0.0003948814,0.0004777671,0.000215206,0.001075681],"category_scores_gemma":[0.002403266,0.0002547631,0.0001493461,0.001348987,0.0002705359,0.0004250557,0.0003939677,0.0002505819,0.0003183296],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002619245,"about_ca_system_score_gemma":0.0003223222,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005272924,"about_ca_topic_score_gemma":0.009233318,"domain_scores_codex":[0.9992296,0.00006276204,0.00003499772,0.0001279456,0.0004942957,0.00005037097],"domain_scores_gemma":[0.9986992,0.0004322567,0.0001812094,0.00009169595,0.0005442461,0.00005141229],"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":[0.0003296636,0.0001518847,0.1309168,0.0002224347,0.00004675914,0.0004687096,0.0008657519,0.01713513,0.6964881,0.001988353,0.0004733404,0.150913],"study_design_scores_gemma":[0.00002358056,0.0005671821,0.2888927,0.00004154957,0.00007572034,0.0005659923,0.0005696866,0.2575978,0.4469696,0.001104331,0.003461953,0.0001299907],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8160325,0.000233366,0.1790627,0.00001368292,0.00001125565,0.0001695237,0.0006130504,0.0006742278,0.003189749],"genre_scores_gemma":[0.9599906,0.0002370343,0.03837251,0.000008768476,0.000003361036,0.00007416795,0.0003787469,0.0000319017,0.0009029273],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005272924,"threshold_uncertainty_score":0.01048446,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2886849656","doi":"10.1680/jgrim.18.00069","title":"Electrokinetic and chemical treatment of oil sands mature fine tailings: dewatering and strengthening","year":2018,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Western University; Aecom (Canada)","funders":"","keywords":"Tailings; Oil sands; Dewatering; Electrokinetic phenomena; Slurry; Zeta potential; Silt; Flocculation; Hydraulic conductivity; Environmental science; Geotechnical engineering; Waste management; Materials science; Asphalt; Metallurgy; Environmental engineering; Geology; Soil water; Composite material; Soil science","authors":[{"name":"Yu Guo","is_ca":true},{"name":"Julie Q. Shang","is_ca":true},{"name":"Joon Kyu Lee","is_ca":false},{"name":"Yixuan Wang","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004523162034315508,"gpt":0.1920473898373702,"spread":0.1875242278030546,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001015163,0.0002461357,0.0002192319,0.0002798855,0.0001554318,0.0002491997,0.0001676684,0.0002524292,0.0005944395],"category_scores_gemma":[0.0001176387,0.00009846302,0.0002627033,0.000205965,0.0001342063,0.0002807918,0.0001934497,0.0002610668,0.0001173948],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002799856,"about_ca_system_score_gemma":0.0002426568,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002286331,"about_ca_topic_score_gemma":0.008303444,"domain_scores_codex":[0.9999111,0.000009024345,0.000007925089,0.00001510479,0.00003916585,0.00001775519],"domain_scores_gemma":[0.9999394,0.000008449706,0.00002158725,0.000003645357,0.00001753719,0.000009413176],"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":[0.0000721414,0.00005152862,0.0005382202,0.0001170241,0.000007163923,0.00003877739,0.0000188651,0.0003380495,0.9889888,0.00003458544,0.00002651879,0.009768283],"study_design_scores_gemma":[0.000007720528,0.0004382503,0.00503873,0.000009540746,0.00001742134,0.00008398094,0.00004227304,0.0008185899,0.9919498,0.0000204775,0.001567635,0.000005727547],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9959239,0.001064921,0.002126852,0.00003569846,0.00001166572,0.00002535256,0.0000400078,0.00001624098,0.0007554261],"genre_scores_gemma":[0.9935458,0.001046395,0.003159483,0.00002378282,0.000004702234,0.000009669101,0.00004703438,0.000005658945,0.002157412],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002286331,"threshold_uncertainty_score":0.004545987,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2099166952","doi":"10.1680/grim.2000.4.2.65","title":"Finite-element modelling of rock anchors","year":2000,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Structural engineering; Geology; Bar (unit); Finite element method; Materials science; Geotechnical engineering; Engineering","authors":[{"name":"Bai Xiao Tang","is_ca":true},{"name":"Hani S. Mitri","is_ca":true},{"name":"Mohamed Bouteldja","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01113952782376313,"gpt":0.1827525202163238,"spread":0.1716129923925606,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000340726,0.0005612786,0.0006742683,0.0005234822,0.0003258932,0.0007815493,0.001311527,0.001521156,0.004078771],"category_scores_gemma":[0.0008669478,0.0004248875,0.0009180899,0.0004771891,0.000646222,0.0006928183,0.0007713499,0.0006472073,0.001159937],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000326195,"about_ca_system_score_gemma":0.0005929309,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00283578,"about_ca_topic_score_gemma":0.002188015,"domain_scores_codex":[0.9997101,0.00006426297,0.00002347043,0.00004705177,0.0001287008,0.0000263364],"domain_scores_gemma":[0.9997832,0.00008828533,0.00002307728,0.00004513127,0.00004970575,0.00001060886],"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":[0.00001443981,0.00001429434,0.0003009853,0.00007870413,0.00001303378,0.0001055604,0.0001485214,0.9656653,0.01108204,0.0113871,0.0002309051,0.01095908],"study_design_scores_gemma":[0.000006959312,0.00001876129,0.0001698817,0.00001713922,0.000005907874,0.00007733653,0.0000303635,0.9863621,0.002594625,0.002395586,0.008310755,0.00001061173],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01984204,0.000141444,0.9714341,0.00005224529,0.00003277787,0.00005806702,0.0001867564,0.0005171719,0.007735432],"genre_scores_gemma":[0.5759845,0.0006464117,0.4020463,0.00005418474,0.00002247585,0.0004257085,0.000672041,0.0002827243,0.01986573],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004078771,"threshold_uncertainty_score":0.01364487,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2075508934","doi":"10.1680/grim.2003.7.1.1","title":"Laboratory compaction of a subgrade layer overlying a deep soil deposit","year":2003,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Indian Institute of Science","keywords":"Subgrade; Compaction; Geotechnical engineering; Proctor compaction test; Asphalt; Geology; Soil water; Layer (electronics); Laboratory test; Silt; Stiffness; Engineering; Environmental science; Materials science; Soil science; Structural engineering; Composite material","authors":[{"name":"Adel Hanna","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007417191292087601,"gpt":0.1872960013771377,"spread":0.1798788100850501,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002921002,0.0001837481,0.0002648987,0.0001879994,0.0002173935,0.0003259311,0.000279877,0.0002100819,0.001690767],"category_scores_gemma":[0.0004612856,0.0001093917,0.0001533896,0.0002031238,0.0002737647,0.0002104462,0.0002882143,0.0002460418,0.0001891376],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001952931,"about_ca_system_score_gemma":0.0001955613,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001079833,"about_ca_topic_score_gemma":0.004008722,"domain_scores_codex":[0.999833,0.00001923975,0.00001888594,0.00002801832,0.00006231092,0.00003852677],"domain_scores_gemma":[0.9995645,0.0001605304,0.0001078986,0.00008402209,0.00005107052,0.00003185009],"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":[0.0005298013,0.0002529502,0.01926652,0.0001789957,0.0000240667,0.0005393046,0.000295087,0.008372899,0.9428096,0.0004746188,0.0002330267,0.02702309],"study_design_scores_gemma":[0.00004290088,0.002806496,0.101231,0.00003260694,0.00006403849,0.0005167465,0.0004282153,0.01828998,0.8730183,0.0001776241,0.003367585,0.00002447495],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9959578,0.00004890104,0.002912732,0.000005854795,0.000004931356,0.00001918164,0.00006856412,0.00003410784,0.000947938],"genre_scores_gemma":[0.9960807,0.00005012115,0.003068558,0.000003794564,0.000001468845,0.0000107451,0.0000830661,0.000004920309,0.0006966976],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001690767,"threshold_uncertainty_score":0.005656183,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4400464485","doi":"10.1680/jgrim.23.00047","title":"Upgrading the capacity of foundations by using a hybrid expanded footing–micropile system","year":2024,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Dalhousie University","funders":"","keywords":"Foundation (evidence); Settlement (finance); Underpinning; Geotechnical engineering; Bearing capacity; Parametric statistics; Engineering; Shallow foundation; Finite element method; Structural engineering; Civil engineering; Computer science; Mathematics; Archaeology","authors":[{"name":"Ahmed Elsawwaf","is_ca":true},{"name":"Mostafa El Sawwaf","is_ca":false},{"name":"Hany El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01118215732758959,"gpt":0.1982485578838496,"spread":0.18706640055626,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001868554,0.0003587151,0.000277058,0.0006656643,0.0002443786,0.0003653693,0.0005023496,0.0003059221,0.002019804],"category_scores_gemma":[0.0004071658,0.0001470245,0.0002213248,0.0002848635,0.0002753146,0.0005538529,0.0006548639,0.0002758074,0.0003258233],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001868007,"about_ca_system_score_gemma":0.0002204644,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006174018,"about_ca_topic_score_gemma":0.001574093,"domain_scores_codex":[0.9998311,0.00001386037,0.000007382186,0.00002520744,0.00007031335,0.00005213572],"domain_scores_gemma":[0.9997619,0.00005503183,0.00004867104,0.00005395666,0.00004229145,0.00003816006],"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":[0.0004125552,0.0001347733,0.00679992,0.0002176769,0.00003318934,0.0006443691,0.0001769161,0.08490296,0.7537119,0.001453267,0.0004380534,0.1510743],"study_design_scores_gemma":[0.00008616839,0.003552291,0.03294958,0.00007201198,0.0001205979,0.001119705,0.0003582412,0.2780594,0.6641918,0.001132184,0.01822515,0.0001328574],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9206227,0.0001643546,0.07621115,0.00003201205,0.00002426043,0.00004273056,0.00006585293,0.0003570486,0.002479948],"genre_scores_gemma":[0.9903949,0.00003951973,0.00896856,0.000005021209,0.000003731922,0.000009537726,0.00002515589,0.000009411787,0.0005441543],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002019804,"threshold_uncertainty_score":0.006756902,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4320557324","doi":"10.1680/jgrim.22.00050","title":"One-dimensional large strain electroosmotic consolidation of ultra-soft geomaterials","year":2023,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Western University","funders":"","keywords":"Consolidation (business); Tailings; Geotechnical engineering; Drainage; Geology; Materials science; Metallurgy","authors":[{"name":"Yu Guo","is_ca":false},{"name":"Julie Q. Shang","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008711705431945889,"gpt":0.2103542232342589,"spread":0.201642517802313,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000118277,0.0001476657,0.0001952185,0.000195211,0.0001150044,0.0005020268,0.0003640911,0.0002635706,0.0006443439],"category_scores_gemma":[0.000236849,0.0001148249,0.0002015085,0.0002021152,0.0004733315,0.0004801219,0.0002721596,0.0002302971,0.00009843946],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004265216,"about_ca_system_score_gemma":0.0003632706,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002733094,"about_ca_topic_score_gemma":0.004265702,"domain_scores_codex":[0.9999074,0.000007718358,0.00000642907,0.0000147321,0.00004607126,0.00001764879],"domain_scores_gemma":[0.9999155,0.00002486502,0.00001836436,0.0000152706,0.00001944367,0.000006544968],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001791831,0.0002672248,0.006310207,0.0001807286,0.00001772942,0.0002916135,0.0001140033,0.5923154,0.357571,0.008341076,0.0002591778,0.03415266],"study_design_scores_gemma":[0.00001846012,0.0001515375,0.003566417,0.000007352593,0.000007259459,0.00006962912,0.00005719065,0.9055493,0.08868761,0.0006193217,0.00125235,0.00001347133],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9230958,0.0004133896,0.07071826,0.00008212758,0.00003116893,0.00006663707,0.0001330462,0.000131773,0.00532786],"genre_scores_gemma":[0.9951712,0.0001884083,0.003392401,0.000008328325,0.00000163968,0.0000167996,0.00004488835,0.00000426684,0.001171935],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002733094,"threshold_uncertainty_score":0.005434394,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2608440964","doi":"10.1680/jgrim.15.00046","title":"Finite-element and limit equilibrium analyses of a stabilised natural high slope","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Dalhousie University; University of New Brunswick","funders":"Core Research for Evolutional Science and Technology; New Brunswick Innovation Foundation","keywords":"Serviceability (structure); Finite element method; Flattening; Geotechnical engineering; Structural engineering; Strength reduction; Geology; Engineering; Mechanical engineering","authors":[{"name":"Xinli Wu","is_ca":true},{"name":"Hany El Naggar","is_ca":true},{"name":"Arun J. Valsangkar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01436067038830473,"gpt":0.2301827703510451,"spread":0.2158220999627403,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003088164,0.0003045738,0.0003097656,0.0008658399,0.0003638238,0.0004696415,0.0005579074,0.0006157626,0.001227718],"category_scores_gemma":[0.0006625282,0.0002312113,0.0003942893,0.0003762787,0.0007059577,0.0002649268,0.0002621136,0.0002332343,0.0002517493],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003954144,"about_ca_system_score_gemma":0.0005715638,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01463903,"about_ca_topic_score_gemma":0.01377296,"domain_scores_codex":[0.9998507,0.00002171997,0.000009015353,0.00002443379,0.00007433732,0.00001960298],"domain_scores_gemma":[0.99985,0.00004737649,0.00002251133,0.00001836428,0.00005259621,0.000009053843],"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":[0.0001082087,0.00005951898,0.01311391,0.0001018914,0.00002941013,0.0004233978,0.0003717984,0.8936614,0.07010093,0.00240389,0.00009106876,0.01953455],"study_design_scores_gemma":[0.000007999416,0.00005971922,0.007726683,0.00001153267,0.00000806018,0.00007430647,0.0001598273,0.9833407,0.007530684,0.0004535828,0.0006135144,0.00001337156],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9417002,0.00008698262,0.0543876,0.00003075242,0.000008533304,0.00002954186,0.00008695143,0.00009769316,0.003571805],"genre_scores_gemma":[0.9930786,0.00003402306,0.005796533,0.000003243552,0.000001047257,0.00001507612,0.00006406357,0.0000104116,0.000996855],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01463903,"threshold_uncertainty_score":0.02910763,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2053420727","doi":"10.1680/grim.2007.11.2.77","title":"Treatment of mine tailings using ALFA<sup>®</sup> technology","year":2007,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Mine drainage and remediation techniques","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ettringite; Tailings; Lime; Gypsum; Fly ash; Metallurgy; Cement; Leaching (pedology); Chemistry; Mineralogy; Nuclear chemistry; Environmental science; Materials science; Portland cement; Soil science","authors":[{"name":"Abdel‐Mohsen O. Mohamed","is_ca":false},{"name":"Mohsen Hossein","is_ca":false},{"name":"Ferri Hassani","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008776812311726969,"gpt":0.2223980982446972,"spread":0.2136212859329703,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002246945,0.0003227382,0.0002175116,0.0002665696,0.0003466288,0.0003568078,0.0002183688,0.0003529342,0.001158488],"category_scores_gemma":[0.0001777156,0.0001165942,0.0003283785,0.0002201844,0.0002116554,0.0001724603,0.0001576293,0.0002555304,0.0004772885],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005651932,"about_ca_system_score_gemma":0.0004422853,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009284815,"about_ca_topic_score_gemma":0.02332974,"domain_scores_codex":[0.9998345,0.00001229934,0.00001162971,0.0000294396,0.00007660135,0.0000353385],"domain_scores_gemma":[0.9998747,0.00001152549,0.000033914,0.00001104684,0.00005726594,0.00001157401],"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":[0.00005847077,0.000009518874,0.0008548779,0.00004607795,0.000003624643,0.00008770842,0.000020255,0.0002224557,0.9950068,0.00002236203,0.00004887653,0.003618858],"study_design_scores_gemma":[0.000006618351,0.0002922607,0.01082672,0.000008845427,0.00001643149,0.00020371,0.00007709598,0.000566181,0.9827861,0.00002246089,0.005186443,0.000007202242],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9903547,0.0006259435,0.005610515,0.00008384822,0.00002687213,0.00007072184,0.0003662086,0.0001041714,0.002756903],"genre_scores_gemma":[0.9799962,0.0007852759,0.01006173,0.00008474319,0.00001187592,0.00004724574,0.0003989362,0.00002924934,0.008584647],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009284815,"threshold_uncertainty_score":0.01846159,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2030780141","doi":"10.1680/grim.2008.161.3.131","title":"Electrochemical stabilisation for offshore model caissons","year":2008,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University; Lakehead University","funders":"","keywords":"Caisson; Cementation (geology); Electrode; Geotechnical engineering; Calcareous; Materials science; Electrochemistry; Submarine pipeline; Offshore wind power; Composite material; Geology; Engineering; Electrical engineering; Chemistry; Cement","authors":[{"name":"Eltayeb Mohamedelhassan","is_ca":true},{"name":"Julie Q. Shang","is_ca":true},{"name":"Mostafa A. Ismail","is_ca":false},{"name":"Mark Randolph","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01242924492580013,"gpt":0.1924519763358513,"spread":0.1800227314100511,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000299666,0.0003410761,0.0004750874,0.0002878014,0.0002631309,0.0004495738,0.000600097,0.000571767,0.001747574],"category_scores_gemma":[0.0006077747,0.0001444675,0.0002744691,0.0002866059,0.000211343,0.0002119767,0.0003823159,0.0004245314,0.0004389786],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004862693,"about_ca_system_score_gemma":0.0003539984,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002526755,"about_ca_topic_score_gemma":0.00620721,"domain_scores_codex":[0.9996815,0.00002815619,0.00001871619,0.00008471952,0.0001478422,0.00003905739],"domain_scores_gemma":[0.9997872,0.00002431234,0.00003730687,0.00001849536,0.0001106207,0.00002212583],"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":[0.0001504445,0.0000349779,0.0002307648,0.0001635643,0.000008054796,0.00008381491,0.00006097671,0.0006628087,0.9933631,0.00009077301,0.0001091858,0.005041554],"study_design_scores_gemma":[0.00002128473,0.0007350543,0.0009848707,0.00001218477,0.00001899931,0.0001041685,0.0001218515,0.00150329,0.9910104,0.00003168955,0.005445792,0.00001039895],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9910831,0.0008555129,0.005189755,0.00008223429,0.00005522007,0.00009033109,0.0001816402,0.00009874431,0.002363343],"genre_scores_gemma":[0.9803044,0.001263757,0.009406286,0.00004606764,0.00001168319,0.00006047052,0.0004004635,0.00003131137,0.008475509],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002526755,"threshold_uncertainty_score":0.005846202,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4284693691","doi":"10.1680/jgrim.21.00011","title":"Stimulated microbial growth for permeability reductions in granular soils","year":2022,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Permeability (electromagnetism); Dewatering; Nutrient; Soil science; Soil water; Chemistry; Bacterial growth; Environmental science; Bacteria; Biology; Ecology; Geotechnical engineering; Geology; Biochemistry; Membrane","authors":[{"name":"Mary J. S. Roth","is_ca":false},{"name":"Laurie F. Caslake","is_ca":false},{"name":"Jason T. DeJong","is_ca":false},{"name":"J. D. Greer","is_ca":false},{"name":"Douglas C. Nelson","is_ca":false},{"name":"Rebecca Parales","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00750602812409451,"gpt":0.206403326569166,"spread":0.1988972984450715,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001504533,0.0002738498,0.0001962919,0.0001454276,0.0001752093,0.0004781824,0.0001583346,0.0001656995,0.0006463622],"category_scores_gemma":[0.0002082894,0.0001158074,0.000183098,0.0001575528,0.0002334357,0.000182885,0.0002850882,0.0004000249,0.0001555724],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005453913,"about_ca_system_score_gemma":0.0003990409,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006782611,"about_ca_topic_score_gemma":0.01558517,"domain_scores_codex":[0.9998542,0.00002813121,0.000009664792,0.00002762206,0.00005158271,0.00002874909],"domain_scores_gemma":[0.9998634,0.00003869113,0.00003377347,0.00001260651,0.00002785442,0.00002365904],"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":[0.00004216659,0.00001234296,0.0003540883,0.00004809793,0.000001771312,0.00001394187,0.00001429779,0.0001326833,0.9981019,0.00002401938,0.00001362088,0.001241124],"study_design_scores_gemma":[0.000008389983,0.0002527772,0.01055013,0.00001068921,0.00001015433,0.00004557235,0.00006893647,0.0009286742,0.9870553,0.00003564276,0.001028643,0.000005215986],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9957983,0.0005958935,0.002445875,0.00007742277,0.00001147444,0.0000267569,0.0001250396,0.00003686341,0.000882343],"genre_scores_gemma":[0.9964011,0.0002802741,0.002691485,0.00001893441,0.00000226094,0.00001952867,0.00007741514,0.000007663893,0.0005013471],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006782611,"threshold_uncertainty_score":0.01348627,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4292865389","doi":"10.1680/jgrim.21.00015","title":"Evaluation of micro-metakaolin and ferric chloride solution in stabilising expansive soils","year":2022,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Expansive clay; Ferric; Chloride; Bentonite; Metakaolin; Swelling; Soil water; Chemistry; Materials science; Inorganic chemistry; Geotechnical engineering; Geology; Metallurgy; Soil science; Composite material; Cement","authors":[{"name":"Mohamed Sakr","is_ca":false},{"name":"Waseim Azzam","is_ca":false},{"name":"Mohamed A. Meguid","is_ca":true},{"name":"Asaad F. Hassan","is_ca":false},{"name":"Hebatalla Ghoneim","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02051644460220028,"gpt":0.238455050405319,"spread":0.2179386058031187,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003245076,0.0004261794,0.0002511676,0.0003500493,0.0001216193,0.000251835,0.0001948811,0.0003799414,0.0003740876],"category_scores_gemma":[0.0003751606,0.0001569324,0.000257203,0.0001637472,0.0001755888,0.0002671016,0.0001876913,0.0002987356,0.0001108093],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000109821,"about_ca_system_score_gemma":0.0001982602,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006766349,"about_ca_topic_score_gemma":0.002761088,"domain_scores_codex":[0.9997649,0.00006831653,0.00002137307,0.00003076238,0.00007426878,0.00004048817],"domain_scores_gemma":[0.9997092,0.00006109194,0.00007992579,0.00001044583,0.00008296149,0.00005637598],"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":[0.00008428503,0.00003283974,0.0001517925,0.00009159766,0.000006016824,0.00002897682,0.00001470286,0.0001116664,0.9974622,0.00001145428,0.000007452496,0.001996961],"study_design_scores_gemma":[0.000006491802,0.0009235836,0.001612079,0.00001168044,0.00002430006,0.00008474488,0.00004014205,0.0004188512,0.9961991,0.000008732192,0.0006636181,0.000006557041],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9947589,0.002700463,0.001662169,0.00003685866,0.00002147582,0.00004808036,0.00004029681,0.00002342714,0.0007083095],"genre_scores_gemma":[0.9926442,0.001216221,0.005168234,0.00002676477,0.000008636417,0.00002294097,0.00005635794,0.000008738571,0.0008478037],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0006766349,"threshold_uncertainty_score":0.001716137,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2502099092","doi":"10.1680/jgrim.14.00016","title":"Optimising deep mixed soil zones in land reclamation projects","year":2016,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","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":"Dalhousie University; University of New Brunswick","funders":"","keywords":"Land reclamation; Environmental science; Work (physics); Water table; Civil engineering; Hydrology (agriculture); Geotechnical engineering; Geology; Groundwater; Engineering; Geography","authors":[{"name":"Sylvia L. Bryson","is_ca":true},{"name":"Hany El Naggar","is_ca":true},{"name":"Arun J. Valsangkar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00781889429922991,"gpt":0.1809486346080474,"spread":0.1731297403088175,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000632133,0.0005430078,0.0003120792,0.0005675123,0.000151962,0.0006902582,0.0003393982,0.0002978931,0.0008048663],"category_scores_gemma":[0.001050859,0.0002341943,0.0002584111,0.000250074,0.0002560975,0.0004094171,0.0006755824,0.0002245084,0.0001658508],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002704423,"about_ca_system_score_gemma":0.0002576991,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000519069,"about_ca_topic_score_gemma":0.001575424,"domain_scores_codex":[0.9996581,0.0001073446,0.00002387853,0.00004021909,0.0001044315,0.00006614157],"domain_scores_gemma":[0.9993581,0.0002279763,0.0002223582,0.00004915614,0.0001036709,0.00003886428],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004874863,0.0001308365,0.009428976,0.0002056828,0.00003470017,0.0001731783,0.000207269,0.4938776,0.4374478,0.0007224235,0.00005119279,0.05723288],"study_design_scores_gemma":[0.00009941142,0.005344633,0.02191119,0.00005166652,0.0001253276,0.0002100157,0.0007536338,0.5940705,0.3729396,0.00183259,0.002605487,0.00005595403],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.932363,0.00009377883,0.06603404,0.00001079088,0.000002172301,0.00003783865,0.00002149588,0.00009025126,0.001346594],"genre_scores_gemma":[0.9944886,0.0000205015,0.005269819,0.000001997932,3.544767e-7,0.000008788553,0.000008570013,0.000007020812,0.0001943618],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0008048663,"threshold_uncertainty_score":0.003343105,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4393094512","doi":"10.1680/jgrim.23.00009","title":"Laboratory investigations of coupled polyethylene–sand–soft soil shallow foundations","year":2024,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Underground Structures","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":"Ministry of Transportation of Ontario","funders":"","keywords":"Shallow foundation; Geotechnical engineering; Polyethylene; Geology; Environmental science; Materials science; Composite material; Bearing capacity","authors":[{"name":"Tariq Mahmood Bajwa","is_ca":false},{"name":"Muhammad Fazeel","is_ca":false},{"name":"Fahad Alshawmar","is_ca":false},{"name":"Muhammad Kamran Khan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00687231661782692,"gpt":0.1999747841468614,"spread":0.1931024675290345,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002409041,0.0003867021,0.0002851934,0.0002765101,0.0002843365,0.0003039739,0.000465894,0.0004024237,0.0008664717],"category_scores_gemma":[0.0004093274,0.000177531,0.0002662445,0.0002633578,0.0003444213,0.0003519778,0.0004459462,0.0003086022,0.0001781651],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002036037,"about_ca_system_score_gemma":0.0003254979,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00173148,"about_ca_topic_score_gemma":0.003227415,"domain_scores_codex":[0.9997764,0.00002750767,0.00001279972,0.00004944939,0.0000874016,0.00004648088],"domain_scores_gemma":[0.9996778,0.00008414228,0.00007047549,0.00004208597,0.0000775189,0.00004813722],"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":[0.0004185783,0.0008842356,0.01796287,0.0002313952,0.00003449911,0.00136567,0.0004064327,0.03433041,0.9346599,0.0005508634,0.0001505737,0.009004524],"study_design_scores_gemma":[0.0001039664,0.01265855,0.04036024,0.00003101656,0.00008810973,0.0005765203,0.002166761,0.08815587,0.8531579,0.0006868249,0.001958293,0.00005609945],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998467,0.00001603625,0.001173525,0.000006055929,0.000002773408,0.00001177216,0.00004652903,0.00001152891,0.0002648558],"genre_scores_gemma":[0.9987428,0.00004560017,0.0007802517,0.000003766143,0.000001026602,0.00001072253,0.00003870051,0.000001924295,0.0003751226],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00173148,"threshold_uncertainty_score":0.003442764,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2003050273","doi":"10.1680/grim.11.00001","title":"Experimental creep behaviour and modelling of silicified sand","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"National Science Foundation","keywords":"Creep; Sodium silicate; Geotechnical engineering; Materials science; Deformation (meteorology); Laboratory test; Environmental science; Composite material; Geology; Engineering","authors":[{"name":"Timothy S. Becker","is_ca":false},{"name":"Joseph E. Dove","is_ca":false},{"name":"Patricia M. Dove","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01467151870376121,"gpt":0.2129166048941643,"spread":0.198245086190403,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001799827,0.0002615903,0.0002858167,0.0003159585,0.0002791872,0.0002161785,0.0004259855,0.0003478117,0.001260423],"category_scores_gemma":[0.0003923248,0.0001248649,0.000217749,0.0004813465,0.0003321866,0.0001558141,0.0001900629,0.0001826956,0.0001634334],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005068598,"about_ca_system_score_gemma":0.0003379085,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00771297,"about_ca_topic_score_gemma":0.01966314,"domain_scores_codex":[0.9998444,0.000009443481,0.00001698801,0.00002904207,0.00006915561,0.00003090265],"domain_scores_gemma":[0.9997168,0.00006654926,0.0000492354,0.00004630927,0.00009512381,0.00002592819],"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":[0.0004937135,0.0001319783,0.008298952,0.0001225621,0.00001579005,0.0002776729,0.0002819176,0.03609842,0.9485533,0.0001483448,0.00007896442,0.005498382],"study_design_scores_gemma":[0.00002999473,0.001326013,0.04497211,0.00002095047,0.00004067047,0.00014698,0.0003461262,0.0846824,0.866814,0.0001011526,0.001485884,0.00003370209],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989053,0.00002179866,0.0005040106,0.000004219017,0.000001542148,0.00001012301,0.0001566774,0.0000156916,0.0003806932],"genre_scores_gemma":[0.9980963,0.00005328486,0.0009643933,0.000002664678,6.830405e-7,0.00001646084,0.0001824289,0.000005115578,0.0006785141],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00771297,"threshold_uncertainty_score":0.01533616,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3124821225","doi":"10.1680/jgrim.20.00010","title":"Construction, instrumentation and field performance of geogrid-reinforced unpaved roads","year":2021,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","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":"Western University","funders":"","keywords":"Geogrid; Rut; Subgrade; Geotechnical engineering; Base course; Axle; Compaction; Geotextile; Stiffness; Deformation (meteorology); Instrumentation (computer programming); Engineering; Structural engineering; Asphalt; Materials science; Composite material; Computer science; Reinforcement","authors":[{"name":"Abdalla El Tawati","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003997437387188907,"gpt":0.1725864148635052,"spread":0.1685889774763163,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006808236,0.0005421938,0.0003161308,0.0004719817,0.0002857753,0.0003048913,0.001149919,0.0004835001,0.0008659867],"category_scores_gemma":[0.0010727,0.0003113909,0.0002698162,0.0002595277,0.0006733134,0.0003261825,0.0004164203,0.0002950331,0.0003094395],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005455337,"about_ca_system_score_gemma":0.0005054537,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002246465,"about_ca_topic_score_gemma":0.005421009,"domain_scores_codex":[0.9995207,0.0000879901,0.00002865196,0.0001081044,0.000183224,0.00007137238],"domain_scores_gemma":[0.9990433,0.0001540944,0.0001346687,0.0002396868,0.0003045296,0.0001236302],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001375191,0.002341637,0.04488384,0.0002426137,0.00005370967,0.0006546536,0.0006794349,0.08348414,0.8192452,0.0004553028,0.0002688297,0.04631542],"study_design_scores_gemma":[0.0001264823,0.01830176,0.1474964,0.00002906743,0.00008774583,0.000410742,0.0007152948,0.07666815,0.7534574,0.0002386653,0.002400422,0.00006784974],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997161,0.000009175309,0.002481669,0.000002822745,0.00000262283,0.00003618072,0.00005863504,0.00004633988,0.0002015862],"genre_scores_gemma":[0.9943165,0.00002165919,0.004867543,0.000003717585,0.000001160242,0.00004227295,0.0001334673,0.00001058619,0.0006030716],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002246465,"threshold_uncertainty_score":0.004466712,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4251419502","doi":"10.1680/grim.2001.5.4.183","title":"Improvement of granular soils by high-energy impacts","year":2001,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Soil water; Environmental science; Soil science","authors":[{"name":"J. A. Howie","is_ca":true},{"name":"Ali Amini Asalemi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004312552394715677,"gpt":0.1701911453334995,"spread":0.1658785929387839,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001752474,0.0002706659,0.0004153697,0.0005684109,0.0004174998,0.001000993,0.0002722607,0.0003985767,0.004004899],"category_scores_gemma":[0.0004974285,0.000164729,0.0002114261,0.0006404326,0.0004375584,0.000448158,0.0007755588,0.000384501,0.0004501162],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003562513,"about_ca_system_score_gemma":0.0002991411,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001773215,"about_ca_topic_score_gemma":0.004263446,"domain_scores_codex":[0.9998577,0.0000138412,0.00000701038,0.00001500439,0.00006075696,0.00004569472],"domain_scores_gemma":[0.9997763,0.00003748817,0.00002712227,0.00003950525,0.0000662274,0.00005325471],"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":[0.001582015,0.0006060683,0.01255573,0.0002698592,0.00005845733,0.0007639413,0.0001926749,0.05250676,0.8136117,0.002641421,0.0009108176,0.1143006],"study_design_scores_gemma":[0.0005064185,0.001561212,0.07742718,0.00004099895,0.0001523846,0.0007059132,0.001000268,0.1076259,0.785592,0.008449513,0.01687633,0.00006184284],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.984309,0.0003092783,0.009807173,0.00009582575,0.00004857227,0.00002194571,0.00006987627,0.0002395714,0.005098814],"genre_scores_gemma":[0.997409,0.000111323,0.001275347,0.00001732667,0.000004995145,0.000002909275,0.00004419269,0.00001458552,0.00112023],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004004899,"threshold_uncertainty_score":0.01339769,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4413284299","doi":"10.1680/jgrim.25.00022","title":"Estimating thermal conductivities of highly-cemented Edmonton clay at subzero temperatures","year":2025,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geothermal Energy Systems and Applications","field":"Energy","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermal; Materials science; Geotechnical engineering; Environmental science; Geology; Chemical engineering; Thermodynamics; Engineering; Physics","authors":[{"name":"Chao Liu","is_ca":true},{"name":"Claude Berard","is_ca":false},{"name":"Lijun Deng","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007437115617656322,"gpt":0.2126447750053107,"spread":0.2052076593876544,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002866671,0.0002541363,0.0001276348,0.0004585839,0.000162635,0.0002733435,0.0002238614,0.0001649948,0.0003915637],"category_scores_gemma":[0.0004707811,0.0001619395,0.0001192307,0.0002101815,0.0004338603,0.000290846,0.0001946289,0.000259935,0.0000766615],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003662364,"about_ca_system_score_gemma":0.0002147108,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004199581,"about_ca_topic_score_gemma":0.01504287,"domain_scores_codex":[0.9998955,0.000009990121,0.000004969201,0.00003663747,0.00003394997,0.00001898069],"domain_scores_gemma":[0.9997372,0.00009498216,0.00006395461,0.00002199262,0.00005914857,0.00002273326],"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":[0.000114099,0.0000228394,0.01631047,0.00003942187,0.000009115617,0.00005711263,0.0002024583,0.001475493,0.9776214,0.00008950698,0.00001618126,0.00404189],"study_design_scores_gemma":[0.000008125044,0.0002719126,0.1506131,0.00001618159,0.00002975367,0.0001095543,0.0002133751,0.00906018,0.8389428,0.00007523705,0.0006383347,0.00002135342],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982467,0.00004881107,0.001451668,0.000002819465,9.538542e-7,0.000004399805,0.00003089832,0.000009517774,0.000204169],"genre_scores_gemma":[0.9980641,0.00006261445,0.001497499,0.00000376067,5.406069e-7,0.000007099631,0.00005582242,0.000004995867,0.0003034861],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9958004,"threshold_uncertainty_score":0.008350313,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}