{"meta":{"query_hash":"7f6bea152686","filters":{"venue":"Soil Mechanics and Foundation Engineering"},"cohort_total":6,"direct_labels_cover":0,"predictions_cover":6,"exported":6,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/7f6bea152686","api":"https://metacan.xera.ac/api/v1/cohort?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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_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","score_opus":0.0040290516533666885,"score_gpt":0.18896779474807093,"score_spread":0.18493874309470423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2125575102","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98285735,0.0000049406067,0.01621233,0.000057133137,0.00031848307,0.00007524495,0.000001778467,0.00001783095,0.00045489278],"genre_scores_gemma":[0.9996127,0.00003642112,0.00021272051,0.000029744118,0.000024200617,0.0000031177224,0.000010624239,0.000008376376,0.00006207847],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99949294,0.00000631612,0.00016463798,0.00011802655,0.00011612096,0.00010196743],"domain_scores_gemma":[0.99977267,0.00004940037,0.00005871996,0.000083477025,0.0000050239987,0.00003072431],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018125086,0.000072259936,0.00009449232,0.000041934592,0.000029711793,0.000015289486,0.00004348949,0.000061303166,0.00007611057],"category_scores_gemma":[0.000072824834,0.0000670274,0.00001616578,0.000091998765,0.0000038678945,0.000064765496,0.000033416938,0.00008683248,0.00001556122],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002803095,0.000889342,0.097042166,0.00044004363,0.0001031853,0.00001275333,0.0025905725,0.24428554,0.22778605,0.035290845,0.000274152,0.39100504],"study_design_scores_gemma":[0.00061708724,0.0003488631,0.0675291,0.00012817343,0.000015767502,0.0000035336832,0.000016695229,0.921528,0.006074784,0.0007065986,0.002814274,0.00021715056],"about_ca_topic_score_codex":0.000022854416,"about_ca_topic_score_gemma":0.000009209741,"teacher_disagreement_score":0.67724246,"about_ca_system_score_codex":0.0000347992,"about_ca_system_score_gemma":0.0000020717796,"threshold_uncertainty_score":0.2733298},"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Pile; Foundation (evidence); Environmental science; Geotechnical engineering; Thermal; Structural load; Civil engineering; Engineering; Meteorology","score_opus":0.012405978727839079,"score_gpt":0.20386275516355715,"score_spread":0.19145677643571807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205706315","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5590344,0.00024820858,0.43675506,0.000056619465,0.000757262,0.000040068906,0.0000022502975,0.0002196228,0.0028865307],"genre_scores_gemma":[0.99907184,0.000029539415,0.00025777274,0.000024381274,0.000102904894,0.000012656869,0.000039120252,0.000025587196,0.00043621505],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936366,0.000012905638,0.00015420507,0.00020264121,0.00009742327,0.00016916274],"domain_scores_gemma":[0.99964154,0.000045733283,0.000043312542,0.00015269898,0.000052640127,0.00006407849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007859743,0.00011846824,0.000117078314,0.000049585637,0.00013062864,0.000069204514,0.00004932424,0.000059783455,0.00008470257],"category_scores_gemma":[0.00003946853,0.00011696053,0.00004078634,0.00020772014,0.0000028713816,0.00008042975,0.000035530447,0.00006075456,0.0000070672427],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[4.1389706e-7,0.000017113816,0.000015195054,0.000018040566,0.000016292639,0.0000011983681,0.00014375873,0.2715986,0.018679794,0.7050763,0.0000043390596,0.004428952],"study_design_scores_gemma":[0.00024218569,0.00002191769,0.00040216252,0.000038234637,0.000017247656,0.000011183862,0.00050090457,0.9319583,0.021929564,0.0017059203,0.042861037,0.00031133127],"about_ca_topic_score_codex":0.00048381646,"about_ca_topic_score_gemma":0.00016090057,"teacher_disagreement_score":0.7033704,"about_ca_system_score_codex":0.00002658696,"about_ca_system_score_gemma":0.000019426017,"threshold_uncertainty_score":0.47695118},"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,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering","score_opus":0.008425405649624788,"score_gpt":0.18961604081386152,"score_spread":0.18119063516423672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W374155542","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08201818,0.029888324,0.8186691,0.00030263214,0.010156557,0.00096612587,0.00004297515,0.0023380711,0.055618074],"genre_scores_gemma":[0.9914767,0.003325591,0.0041553,0.000036447007,0.00012122128,0.000040469975,0.000028487177,0.00010096878,0.0007147967],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99814975,0.000037717346,0.0005037767,0.00047078967,0.00021112828,0.0006268465],"domain_scores_gemma":[0.99917626,0.00007856269,0.00006112895,0.00043835177,0.00006822692,0.00017747856],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00044182478,0.00048954244,0.00041273597,0.0002934762,0.00021831169,0.00012118333,0.00018403385,0.00051827484,0.00059483835],"category_scores_gemma":[0.00014577249,0.00058204104,0.000104076375,0.0004003552,0.00002649558,0.00038642605,0.000051852505,0.0006687921,0.00016493844],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000076275173,0.000039975108,0.000020722564,0.00041054393,0.0001998078,0.000026530855,0.0004695253,0.044622313,0.0029572493,0.9448147,0.00028439978,0.0061465967],"study_design_scores_gemma":[0.00081315095,0.00015730505,0.00013873925,0.00017917283,0.00013058628,0.00012113285,0.00070976996,0.94268674,0.0013168831,0.024496848,0.028207028,0.0010426558],"about_ca_topic_score_codex":0.000032610882,"about_ca_topic_score_gemma":0.00003602555,"teacher_disagreement_score":0.9203179,"about_ca_system_score_codex":0.00010677768,"about_ca_system_score_gemma":0.000049726415,"threshold_uncertainty_score":0.9996631},"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Liquefaction; Limiting; Geotechnical engineering; Materials science; Environmental science; Engineering; Mechanical engineering","score_opus":0.02447536500917609,"score_gpt":0.28602285806172384,"score_spread":0.26154749305254776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381480742","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.056811545,0.00058373477,0.9406077,0.00030269276,0.00035345784,0.0010269382,0.0000099756335,0.00029323905,0.000010670181],"genre_scores_gemma":[0.99647814,0.0021275247,0.00063788897,0.000016019869,0.000039352028,0.00064468663,0.000013182396,0.000034949975,0.000008276427],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99920416,0.000009015679,0.00033091835,0.00013143758,0.00013610517,0.00018837591],"domain_scores_gemma":[0.9993978,0.00010454281,0.000056349625,0.0002916161,0.00009567861,0.00005399503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008318234,0.00012040525,0.00015745501,0.0000690654,0.000100952675,0.000018151388,0.00014488093,0.000056183497,8.7904846e-7],"category_scores_gemma":[0.00009529512,0.00009322865,0.000046266367,0.00040803742,0.000005853547,0.00006787639,0.00003752903,0.00010380995,0.0000013872302],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006511449,0.0000086325435,5.1851606e-7,0.00078551006,0.00003253614,8.184116e-8,0.00009737651,0.547572,0.37562183,0.023386214,0.000043538304,0.05244523],"study_design_scores_gemma":[0.00008955979,0.00008963185,0.000021120533,0.00012985394,0.00002399355,0.0000013614142,0.000057595436,0.89611286,0.09844716,0.0010953011,0.0038240612,0.00010751085],"about_ca_topic_score_codex":0.000015425041,"about_ca_topic_score_gemma":0.000006991713,"teacher_disagreement_score":0.93996984,"about_ca_system_score_codex":0.00002673993,"about_ca_system_score_gemma":0.000009604832,"threshold_uncertainty_score":0.38017538},"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Liquefaction; Bentonite; Materials science; Carbon nanotube; Nanomaterials; Rheology; Geotechnical engineering; Nanoparticle; Nanotechnology; Composite material; Engineering","score_opus":0.02520892303622629,"score_gpt":0.2546185192727895,"score_spread":0.2294095962365632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385760454","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70448035,0.0011655506,0.29026222,0.0009537921,0.0011748108,0.0008001023,0.000009056834,0.00088737486,0.00026674572],"genre_scores_gemma":[0.99683374,0.0027229534,0.00011112886,0.00014222517,0.000038959137,0.00010146872,0.000013017398,0.000027412409,0.000009065429],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993595,0.000015203143,0.00021858531,0.00013369063,0.00010456407,0.00016846685],"domain_scores_gemma":[0.99960095,0.000074435884,0.000038640777,0.00018961602,0.000043107324,0.000053240623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043128253,0.0001168895,0.00014045602,0.00009487738,0.00006164555,0.000016093572,0.00008155838,0.00005361013,0.00000529126],"category_scores_gemma":[0.00011124324,0.000102098726,0.000033629298,0.00039055906,0.00000429929,0.000054531316,0.00002551859,0.00010637536,0.000061268736],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007321472,0.000016529973,0.000013218931,0.0013913695,0.00006706065,9.50631e-7,0.0004867641,0.30812418,0.09735768,0.53462756,0.0005881362,0.057319254],"study_design_scores_gemma":[0.000071761235,0.00004226806,0.0001438263,0.00029018783,0.000019481895,0.0000026173418,0.00006345369,0.98138493,0.011717114,0.003267649,0.0028661566,0.0001305734],"about_ca_topic_score_codex":0.000010504573,"about_ca_topic_score_gemma":0.000009400861,"teacher_disagreement_score":0.67326075,"about_ca_system_score_codex":0.00002944924,"about_ca_system_score_gemma":0.0000059458025,"threshold_uncertainty_score":0.41634652},"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Internal erosion; Kaolinite; Geotechnical engineering; Geology; Soil water; Erosion; Clay soil; Soil science; Mineralogy; Geomorphology","score_opus":0.010495189532824642,"score_gpt":0.22658445200241406,"score_spread":0.21608926246958943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411131072","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70300084,0.00010207927,0.29581562,0.000022045357,0.0004948188,0.00009950557,0.000003737938,0.00013758942,0.0003237558],"genre_scores_gemma":[0.9988494,0.00006222517,0.0009450425,0.000009291744,0.0000255488,0.0000394206,0.00001995368,0.000025454605,0.000023698423],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928826,0.00000839709,0.00027885626,0.00015271618,0.00010616346,0.00016558752],"domain_scores_gemma":[0.9996919,0.00004888402,0.000028873666,0.00014149427,0.000029922403,0.00005889474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008836082,0.00017116236,0.0001932715,0.00030114874,0.000041597392,0.000038280567,0.00006809227,0.000078132405,0.000010574112],"category_scores_gemma":[0.000022094251,0.00016921773,0.000031401236,0.000270476,0.0000070926526,0.00017544732,0.00002785982,0.00021260722,0.0000011983539],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015633232,0.00006129915,0.0004001759,0.00019906831,0.000076673066,0.000002087224,0.0005122083,0.58331025,0.39833662,0.015639298,0.00001966791,0.001427027],"study_design_scores_gemma":[0.0005435555,0.00004584825,0.0028438661,0.0002952145,0.000015290965,0.0000039405945,0.00009029814,0.90058076,0.09507676,0.00024627455,0.00008586231,0.00017234343],"about_ca_topic_score_codex":0.000029562603,"about_ca_topic_score_gemma":0.000020137002,"teacher_disagreement_score":0.3172705,"about_ca_system_score_codex":0.0000949703,"about_ca_system_score_gemma":0.000016972952,"threshold_uncertainty_score":0.6900499},"labels":[],"label_agreement":null}]}