{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":6,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":6,"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":"7f6bea152686","filters":{"venue":"Soil Mechanics and Foundation Engineering"}},"results":[{"id":"W2125575102","doi":"10.1007/s11204-014-9282-8","title":"Field Test on Ventilation Characteristics of Block Stone Embankments in Qinghai-Tibet Railway","year":2014,"lang":"en","type":"article","venue":"Soil Mechanics and Foundation Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Levee; Permafrost; Plateau (mathematics); Geotechnical engineering; Context (archaeology); Block (permutation group theory); Ventilation (architecture); Wind speed; Geology; Environmental science; Meteorology","authors":[{"name":"Xiaolin Bian","is_ca":true},{"name":"Ping He","is_ca":false},{"name":"Qingbai Wu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004029051653366689,"gpt":0.1889677947480709,"spread":0.1849387430947042,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002065833,0.0002685176,0.0002316016,0.0004146765,0.0006196266,0.0001937984,0.0003501145,0.0002906487,0.0009028023],"category_scores_gemma":[0.0001777726,0.0001835732,0.0002536613,0.0003157378,0.0002864862,0.0002647303,0.0001949432,0.0001882627,0.00007743901],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003289482,"about_ca_system_score_gemma":0.0003854445,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02085235,"about_ca_topic_score_gemma":0.03862765,"domain_scores_codex":[0.9998847,0.00001273278,0.000006177862,0.00003752171,0.00002670174,0.00003205747],"domain_scores_gemma":[0.9997903,0.0000464396,0.00002353851,0.00001113386,0.00006937718,0.00005939988],"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":[0.001998568,0.001130937,0.3604474,0.0001131816,0.00008381569,0.0008818571,0.002782847,0.005373677,0.6146562,0.0001722992,0.0002874658,0.01207184],"study_design_scores_gemma":[0.00004254527,0.001847435,0.9709175,0.000005376695,0.00004691353,0.0001018144,0.001172021,0.005115438,0.02050528,0.00003119088,0.0001981047,0.00001637701],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9998713,0.000002634628,0.00004038766,0.000001139598,3.550577e-7,0.000001301894,0.00001870999,0.000001449144,0.00006270581],"genre_scores_gemma":[0.9996494,0.000005944667,0.00005330257,0.000002266823,6.208099e-7,0.000002549842,0.0000700615,7.376822e-7,0.0002152168],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02085235,"threshold_uncertainty_score":0.04146194,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4381480742","doi":"10.1007/s11204-023-09876-1","title":"The Application of Laponite Nanoparticle to Lessen the Risks of Liquefaction: An Emerging Technique for Sand Improvement (A Review)","year":2023,"lang":"en","type":"article","venue":"Soil Mechanics and Foundation Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University","funders":"","keywords":"Liquefaction; Limiting; Geotechnical engineering; Materials science; Environmental science; Engineering; Mechanical engineering","authors":[{"name":"S. N. Siddique","is_ca":true},{"name":"Jian Deng","is_ca":true},{"name":"E. Mohamedelhassan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02447536500917609,"gpt":0.2860228580617238,"spread":0.2615474930525478,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002801231,0.0006082965,0.0007615087,0.0009244147,0.0001734312,0.0007062024,0.0004297348,0.000887104,0.001023907],"category_scores_gemma":[0.0002999959,0.0002119933,0.000496364,0.0007450997,0.000269016,0.0006709602,0.0003256643,0.0008240089,0.0004249595],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002333429,"about_ca_system_score_gemma":0.000471468,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009984248,"about_ca_topic_score_gemma":0.001716778,"domain_scores_codex":[0.9998485,0.00001286713,0.00001318873,0.00003808883,0.00006962155,0.00001765803],"domain_scores_gemma":[0.9998564,0.00004996929,0.00003802047,0.000004738581,0.00004149586,0.000009395982],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001477184,0.0001975971,0.0005633927,0.02341041,0.000200831,0.0004081587,0.0001026583,0.0008351973,0.1333391,0.003086241,0.006242877,0.8314658],"study_design_scores_gemma":[0.00003210551,0.001359021,0.003735717,0.002678079,0.0006763886,0.002115571,0.0002492104,0.001664029,0.2334394,0.00148361,0.752461,0.000105856],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.00822814,0.9855961,0.002768394,0.0004462656,0.0003039867,0.00001870449,0.00005693267,0.0000301814,0.002551345],"genre_scores_gemma":[0.03484721,0.9584832,0.002585619,0.0003378004,0.0001548126,0.00002084736,0.00007208453,0.000007708126,0.003490665],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.001023907,"threshold_uncertainty_score":0.00342536,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4385760454","doi":"10.1007/s11204-023-09888-x","title":"Review on the Application of Nanoparticles to Mitigate Liquefaction Risks","year":2023,"lang":"en","type":"article","venue":"Soil Mechanics and Foundation Engineering","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University","funders":"","keywords":"Liquefaction; Bentonite; Materials science; Carbon nanotube; Nanomaterials; Rheology; Geotechnical engineering; Nanoparticle; Nanotechnology; Composite material; Engineering","authors":[{"name":"S. N. Siddique","is_ca":true},{"name":"Jian Deng","is_ca":true},{"name":"E. Mohamedelhassan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02520892303622629,"gpt":0.2546185192727895,"spread":0.2294095962365632,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000496548,0.0007418353,0.0009939413,0.001324104,0.0002469233,0.0008049161,0.0007745067,0.001202829,0.002788144],"category_scores_gemma":[0.0007559687,0.0002618029,0.0006305011,0.0009458782,0.0002819139,0.0007652069,0.0004324664,0.0008640795,0.0009628072],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003600538,"about_ca_system_score_gemma":0.001185079,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001366063,"about_ca_topic_score_gemma":0.002159462,"domain_scores_codex":[0.9997317,0.00004304871,0.00003244106,0.00005373648,0.0001122485,0.00002678692],"domain_scores_gemma":[0.9996008,0.0001890155,0.00007112959,0.00001213602,0.0001076881,0.00001920374],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001308176,0.0001287668,0.000249611,0.04852312,0.0002264142,0.0003151659,0.00008974726,0.000913794,0.01877606,0.006467688,0.04511666,0.8790622],"study_design_scores_gemma":[0.00001436967,0.0002448039,0.0006574255,0.004222638,0.0002322744,0.0004999398,0.00006253006,0.0002072797,0.00560983,0.001521112,0.9867024,0.00002536623],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.0006195952,0.9950977,0.0006451584,0.0005414471,0.000585865,0.00001477871,0.00004391512,0.00001131597,0.002440158],"genre_scores_gemma":[0.003392086,0.9936804,0.0004680191,0.0004332,0.0003203469,0.00001575588,0.00004398887,0.00000338207,0.001642857],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.002788144,"threshold_uncertainty_score":0.009327292,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3205706315","doi":"10.1007/s11204-021-09743-x","title":"Factors Affecting Energy Pile Efficiency","year":2021,"lang":"en","type":"article","venue":"Soil Mechanics and Foundation Engineering","topic":"Geothermal Energy Systems and Applications","field":"Energy","cited_by":1,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Pile; Foundation (evidence); Environmental science; Geotechnical engineering; Thermal; Structural load; Civil engineering; Engineering; Meteorology","authors":[{"name":"Abdulrahman Hamid","is_ca":true},{"name":"Wagdi Hamid","is_ca":false},{"name":"Ahmed Alnuaim","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01240597872783908,"gpt":0.2038627551635571,"spread":0.1914567764357181,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006822512,0.0002254249,0.0003559598,0.0008445188,0.0005803821,0.001331974,0.000275307,0.0003365837,0.005957656],"category_scores_gemma":[0.00508518,0.0002195331,0.0004025463,0.001210266,0.0005012326,0.0005414772,0.0004248459,0.0002491199,0.0009882716],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005596195,"about_ca_system_score_gemma":0.0006421455,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004106264,"about_ca_topic_score_gemma":0.007170843,"domain_scores_codex":[0.9993585,0.0001462534,0.00004628878,0.00006841221,0.0001733346,0.0002072366],"domain_scores_gemma":[0.9960173,0.00241729,0.0005416142,0.0001839947,0.0006156653,0.0002241244],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001981471,0.0003876021,0.8967098,0.0001599113,0.0002007218,0.001778367,0.00061778,0.01169649,0.05404807,0.001384937,0.0004463814,0.03058848],"study_design_scores_gemma":[0.000005364682,0.0002001434,0.9863234,0.000009870529,0.00004916745,0.0006806986,0.0009259752,0.001872625,0.008472882,0.000286485,0.001155084,0.00001839849],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9956915,0.00008364475,0.0004694131,0.00001801312,0.000002289624,0.00001300596,0.0001001266,0.000009345035,0.003612682],"genre_scores_gemma":[0.9989381,0.00003828304,0.00008836538,0.000003724439,0.000001539988,0.000002679292,0.00006452839,0.00000571143,0.0008570092],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005957656,"threshold_uncertainty_score":0.01993036,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W374155542","doi":"","title":"第1回計算地盤工学フロンティア・ワークショップ : IWS Calgary 2002 開催される","year":2003,"lang":"ja","type":"article","venue":"Soil Mechanics and Foundation Engineering","topic":"Military Technology and Strategies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Engineering","authors":[{"name":"健一 前田","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008425405649624788,"gpt":0.1896160408138615,"spread":0.1811906351642367,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001284434,0.0006528212,0.0003876759,0.001380887,0.001914055,0.004051372,0.0009802468,0.001977204,0.06950593],"category_scores_gemma":[0.001946048,0.0004282638,0.0001743386,0.001989142,0.0007313712,0.001332839,0.00141006,0.002640251,0.01405956],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.008327001,"about_ca_system_score_gemma":0.007106599,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1831857,"about_ca_topic_score_gemma":0.2760358,"domain_scores_codex":[0.9992884,0.00004628395,0.00004039939,0.0001362186,0.0003777674,0.0001110385],"domain_scores_gemma":[0.9981002,0.0001315313,0.00009696713,0.0001164809,0.001296967,0.0002578949],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001216644,0.00007056716,0.002650468,0.0001443769,0.000009487733,0.0002769317,0.0007608429,0.0007397925,0.002011317,0.01502926,0.76837,0.2098154],"study_design_scores_gemma":[0.000007512217,0.00001578925,0.005735061,0.00006670626,0.000003272821,0.00003654163,0.0002663768,0.0001725083,0.0005923901,0.0007424793,0.9923522,0.000009091074],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.0369105,0.03090053,0.007543938,0.09325168,0.02111491,0.0004373403,0.009572687,0.001376485,0.7988919],"genre_scores_gemma":[0.01761748,0.00231051,0.001723767,0.001036108,0.000486491,0.00003320985,0.001061671,0.000122722,0.9756081],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.1831857,"threshold_uncertainty_score":0.3642387,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4411131072","doi":"10.1007/s11204-025-10043-x","title":"Experimental Investigations of Seepage-Induced Internal Erosion in Sand-Kaolinite Soils with Different Clay Fractions","year":2025,"lang":"en","type":"article","venue":"Soil Mechanics and Foundation Engineering","topic":"Dam Engineering and Safety","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":"Concordia University","funders":"","keywords":"Internal erosion; Kaolinite; Geotechnical engineering; Geology; Soil water; Erosion; Clay soil; Soil science; Mineralogy; Geomorphology","authors":[{"name":"Liqun Guo","is_ca":false},{"name":"Biao Li","is_ca":true},{"name":"Minan Fang","is_ca":false},{"name":"Xingxin Chen","is_ca":false},{"name":"Jiangmingyi Chen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01049518953282464,"gpt":0.2265844520024141,"spread":0.2160892624695894,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000259287,0.0002971454,0.000277322,0.0001859389,0.0003212776,0.0002321545,0.0002272862,0.0002770759,0.001581418],"category_scores_gemma":[0.0004462947,0.0001480777,0.000205542,0.0002457577,0.000443296,0.0002409062,0.0002035603,0.0004037534,0.00009794238],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002014074,"about_ca_system_score_gemma":0.0001826327,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009224034,"about_ca_topic_score_gemma":0.001336025,"domain_scores_codex":[0.9998544,0.00001445604,0.000008042252,0.00002697793,0.00004788426,0.00004818256],"domain_scores_gemma":[0.9995049,0.0002110122,0.00009044432,0.0000521769,0.00009144477,0.00005005019],"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":[0.001072052,0.0002726377,0.003154471,0.00007088296,0.00001480806,0.0001119554,0.0001293203,0.00142517,0.9916846,0.0001371837,0.0000295607,0.001897561],"study_design_scores_gemma":[0.00006503565,0.001765959,0.03136145,0.000006161466,0.00003094599,0.0001275495,0.0001779724,0.005045856,0.9610677,0.00007064713,0.000266829,0.00001397619],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995192,0.00001631379,0.0001839982,0.00000188012,0.000001729437,0.000003768169,0.00003523356,0.000004128153,0.0002336278],"genre_scores_gemma":[0.9992581,0.00003376339,0.0003048574,0.000002719995,0.000001425769,0.000004513474,0.00004939275,0.000003115439,0.0003421447],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001581418,"threshold_uncertainty_score":0.005290389,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}