{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":2150,"total_is_capped":false,"direct_labels_cover":1,"predictions_cover":2150,"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":"8d6a5b9d0119","filters":{"topic":"Geotechnical Engineering and Underground Structures"}},"results":[{"id":"W601437654","doi":"10.1002/9780470284704","title":"Risk Assessment in Geotechnical Engineering","year":2008,"lang":"en","type":"book","venue":"","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1119,"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":"Geotechnical engineering; Geology; Engineering","authors":[{"name":"Gordon A. Fenton","is_ca":true},{"name":"D. V. Griffiths","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004771382658819608,"gpt":0.194089679089377,"spread":0.1893182964305574,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002576801,0.00138177,0.0009892249,0.002294293,0.000949076,0.003841717,0.001365028,0.002365837,0.05862509],"category_scores_gemma":[0.007980973,0.0003835608,0.0007543816,0.00204694,0.001262175,0.003406774,0.001606246,0.002471247,0.01330285],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001991092,"about_ca_system_score_gemma":0.001380301,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002015851,"about_ca_topic_score_gemma":0.00185773,"domain_scores_codex":[0.9985126,0.0005143812,0.00009744874,0.0001959386,0.0006255558,0.00005404507],"domain_scores_gemma":[0.9969211,0.001363566,0.0002306853,0.0001981945,0.001170911,0.0001155421],"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":[0.00005806237,0.00005201382,0.001733245,0.001090483,0.00009378627,0.0002316935,0.0002654804,0.02073736,0.0006676984,0.2101813,0.4459463,0.3189426],"study_design_scores_gemma":[0.00001105061,0.0001071046,0.002808553,0.002048347,0.00004076447,0.0004034493,0.0005026182,0.01332397,0.0005388903,0.424262,0.5558839,0.00006922375],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"methods","genre_gemma":"other","genre_scores_codex":[0.007800971,0.2798837,0.322756,0.05652236,0.03816848,0.0004278179,0.0036783,0.001243572,0.2895189],"genre_scores_gemma":[0.2256723,0.2553878,0.09206576,0.007096085,0.02688394,0.0007032954,0.005059658,0.0007563551,0.3863749],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.05862509,"threshold_uncertainty_score":0.1961204,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2134278855","doi":"10.1139/t09-065","title":"Interpretation of cone penetration tests — a unified approach","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1000,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"Canadian Natural Resources","funders":"","keywords":"Cone penetration test; Geotechnical engineering; Penetration test; Chart; Normalization (sociology); Mathematics; Computer science; Geology; Engineering; Statistics; Subgrade","authors":[{"name":"P. K. Robertson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007246921375056989,"gpt":0.1987808446443921,"spread":0.1915339232693351,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007304846,0.002607879,0.002259788,0.00690408,0.001003647,0.005682215,0.003597785,0.001637379,0.003368274],"category_scores_gemma":[0.01982212,0.0007071273,0.0008877672,0.00381815,0.003246092,0.003663005,0.002665789,0.00207507,0.001209689],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001256352,"about_ca_system_score_gemma":0.002124487,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006667416,"about_ca_topic_score_gemma":0.00619977,"domain_scores_codex":[0.9909233,0.002969737,0.0009607833,0.0006531953,0.004240038,0.0002528918],"domain_scores_gemma":[0.9876162,0.003143267,0.001128435,0.001551361,0.006356641,0.0002040326],"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":[0.0004325812,0.0001651895,0.02371219,0.001606825,0.0001630208,0.003956898,0.004049749,0.03676923,0.0500635,0.08790315,0.01671754,0.7744602],"study_design_scores_gemma":[0.0001013014,0.001128463,0.05630473,0.002124426,0.0004472627,0.01195429,0.009945242,0.3406251,0.07881325,0.2318145,0.2658529,0.0008884838],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01623377,0.001798364,0.9582851,0.0006320972,0.0003420011,0.0004306017,0.0004528493,0.001592049,0.02023314],"genre_scores_gemma":[0.3347467,0.003945556,0.651132,0.0006267278,0.0004060219,0.0005895848,0.0005922368,0.000678571,0.00728247],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.007304846,"threshold_uncertainty_score":0.03863221,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2527105207","doi":"10.1139/cgj-2016-0044","title":"Cone penetration test (CPT)-based soil behaviour type (SBT) classification system — an update","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":450,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Unified Soil Classification System; Geotechnical engineering; Cone penetration test; Penetration test; Soil water; Soil classification; Confusion; Soil type; Plasticity; Environmental science; Soil science; Engineering; Materials science","authors":[{"name":"P. K. Robertson","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01136858259054995,"gpt":0.2012897735181935,"spread":0.1899211909276435,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004532199,0.002485773,0.001769796,0.0140425,0.001414334,0.00330687,0.00436219,0.001912559,0.007038913],"category_scores_gemma":[0.01125514,0.0008668086,0.001358543,0.0085128,0.001392682,0.004681482,0.00181625,0.002183477,0.01075673],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003416315,"about_ca_system_score_gemma":0.004253777,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04165145,"about_ca_topic_score_gemma":0.05257905,"domain_scores_codex":[0.9934301,0.0004769855,0.001017902,0.0005993301,0.004272459,0.0002033311],"domain_scores_gemma":[0.9696787,0.002162261,0.002227766,0.001412229,0.02383588,0.0006832026],"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":[0.0001836477,0.0001938031,0.01783938,0.00134227,0.00009647368,0.0004088651,0.0003005824,0.002827207,0.009298032,0.004262493,0.1456396,0.8176076],"study_design_scores_gemma":[0.00003644434,0.0002303433,0.0260527,0.001062007,0.0001694992,0.002534647,0.0004286532,0.01445285,0.01042005,0.004116395,0.9401968,0.0002994979],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.0471442,0.06660285,0.6570478,0.008917273,0.01234106,0.003618758,0.04971343,0.02713066,0.127484],"genre_scores_gemma":[0.1258615,0.06010084,0.61985,0.00298453,0.003056533,0.001998856,0.07814379,0.002522421,0.1054816],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.04165145,"threshold_uncertainty_score":0.08281803,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1988364689","doi":"10.1139/t00-040","title":"Fundamental factors affecting liquefaction susceptibility of sands","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":211,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Liquefaction; Geotechnical engineering; Pore water pressure; Void ratio; Stress path; Effective stress; Overburden pressure; Geology; Shear (geology); Expansive; Softening; Triaxial shear test; Anisotropy; Compaction; Materials science; Composite material; Compressive strength; Petrology","authors":[{"name":"Y. P. Vaid","is_ca":false},{"name":"S. Sivathayalan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007544309695747794,"gpt":0.2027811206507137,"spread":0.1952368109549659,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003114978,0.0002246506,0.0002644612,0.0007434106,0.0003999992,0.0005193111,0.0001625753,0.0001972245,0.001075701],"category_scores_gemma":[0.001797824,0.0001999515,0.0001144745,0.0004785052,0.0006027219,0.0003595602,0.0002916683,0.000244264,0.0001548315],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003510893,"about_ca_system_score_gemma":0.0003272101,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003850984,"about_ca_topic_score_gemma":0.004960891,"domain_scores_codex":[0.9997111,0.00004147005,0.00003136701,0.00004879432,0.0001084845,0.00005884837],"domain_scores_gemma":[0.9988483,0.0004519515,0.0003273604,0.00005476713,0.0002324503,0.00008519127],"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":[0.0004365161,0.00003248488,0.0588088,0.0001677908,0.00002315169,0.0003409297,0.0004369626,0.00210847,0.9285802,0.0001878458,0.00003228703,0.008844591],"study_design_scores_gemma":[0.000005670806,0.0002819948,0.3211876,0.00002215143,0.00003597233,0.0006106965,0.0008859275,0.004204355,0.6718416,0.0002565374,0.0006334966,0.00003398647],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979585,0.0002793617,0.001123201,0.00001264699,0.000001509493,0.00001200363,0.00008396938,0.0000171236,0.0005116898],"genre_scores_gemma":[0.9994991,0.0001091104,0.0002213095,0.000003681924,0.000001169093,0.000003571374,0.0000569802,0.000003470959,0.000101519],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003850984,"threshold_uncertainty_score":0.00765717,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2332036250","doi":"10.1139/t2012-040","title":"In situ measurements of cemented paste backfill at the Cayeli Mine","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":208,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Barrick Gold Corporation","keywords":"Geotechnical engineering; Pore water pressure; Hydrostatic equilibrium; Cement; Hydrostatic pressure; Mining engineering; Shaft mining; Engineering; Geology; Forensic engineering; Materials science; Composite material; Mechanics","authors":[{"name":"B. D. Thompson","is_ca":true},{"name":"W.F. Bawden","is_ca":true},{"name":"Murray Grabinsky","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0172016057064388,"gpt":0.2087862882233582,"spread":0.1915846825169194,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003193046,0.0004100007,0.0004549293,0.0006477578,0.0006483142,0.0005302674,0.0006355352,0.0005953358,0.0008426395],"category_scores_gemma":[0.0005659825,0.000265954,0.0002054276,0.0006649268,0.0004383188,0.0003987514,0.0005029888,0.0006974237,0.0002759766],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004697113,"about_ca_system_score_gemma":0.0006337385,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0120572,"about_ca_topic_score_gemma":0.02765475,"domain_scores_codex":[0.9995961,0.0000229159,0.00002074873,0.00008096533,0.0002123187,0.00006699715],"domain_scores_gemma":[0.9995894,0.00006639752,0.00005524748,0.00002437992,0.0002081855,0.0000564356],"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":[0.0003695963,0.0001456995,0.03993506,0.00009920626,0.00001754232,0.0004810168,0.0007952483,0.001239268,0.948528,0.00007307655,0.0001597547,0.008156493],"study_design_scores_gemma":[0.00008268013,0.001535327,0.417911,0.00003236109,0.00005416187,0.0003962164,0.001860884,0.008617522,0.5663906,0.0001171262,0.002932103,0.00006999567],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997807,0.00003931637,0.000971214,0.00001767358,0.000003984495,0.00001892776,0.000351927,0.00007555127,0.0007145453],"genre_scores_gemma":[0.9975431,0.00007463148,0.001592948,0.00001614354,0.00000269342,0.00002231177,0.0002357763,0.00001662311,0.0004957627],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0120572,"threshold_uncertainty_score":0.023974,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2139850942","doi":"10.1139/t00-107","title":"The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":202,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Shield; Structural engineering; Lateral earth pressure; Stiffness; Geotechnical engineering; Internal forces; Engineering; Flexural rigidity; Rigidity (electromagnetism); Joint (building); Geometry; Geology; Mathematics","authors":[{"name":"K M Lee","is_ca":false},{"name":"Xiao Ge","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008932418097589837,"gpt":0.2075775994547034,"spread":0.1986451813571136,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005634038,0.0002753697,0.0001819772,0.0004697792,0.0001642323,0.0004384878,0.0006349216,0.0003149045,0.00198146],"category_scores_gemma":[0.003798874,0.0001421505,0.0002611634,0.0001960536,0.0005930716,0.0006506838,0.0003808068,0.0003101947,0.0003656658],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002566345,"about_ca_system_score_gemma":0.000260876,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000808315,"about_ca_topic_score_gemma":0.0007942367,"domain_scores_codex":[0.9993414,0.00009669242,0.00002902629,0.0001087513,0.0003910373,0.00003306609],"domain_scores_gemma":[0.9991558,0.0002241049,0.0001681915,0.0002067002,0.0002149889,0.00003028248],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000547218,0.000143844,0.01432979,0.0002940344,0.00006129305,0.0005407032,0.0004370392,0.1830411,0.2682288,0.04316904,0.0009629916,0.4882442],"study_design_scores_gemma":[0.00006180068,0.001320977,0.02232334,0.0000461708,0.00006657071,0.002809689,0.0002267324,0.7910116,0.1469102,0.01101446,0.02413514,0.00007336766],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2488948,0.000087625,0.7462613,0.00001941488,0.00004590624,0.00003969696,0.00004151311,0.0003069449,0.004302796],"genre_scores_gemma":[0.8667315,0.00006087658,0.1317059,0.000009598467,0.00001317767,0.00002229226,0.00005420236,0.00005184717,0.001350524],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00198146,"threshold_uncertainty_score":0.006628692,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2030947971","doi":"10.1139/t02-005","title":"Experimental investigation of the uplift behaviour of circular plate anchors embedded in sand","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":199,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Embedment; Geotechnical engineering; Breakout; Shearing (physics); Geology; Friction angle; Anchoring; Diameter ratio; Cohesion (chemistry); Materials science; Structural engineering; Engineering; Composite material","authors":[{"name":"K. Ilamparuthi","is_ca":false},{"name":"Edward A. Dickin","is_ca":false},{"name":"K Muthukrisnaiah","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01048693184167819,"gpt":0.1914793976234234,"spread":0.1809924657817452,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003340578,0.0005715706,0.0003860016,0.000360172,0.0004010692,0.0002440496,0.0005850006,0.0004893463,0.001371719],"category_scores_gemma":[0.0009776591,0.0003164384,0.0002302927,0.000224708,0.0006829714,0.0003549471,0.0006739676,0.0004419241,0.0002699562],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002436946,"about_ca_system_score_gemma":0.000204151,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00124364,"about_ca_topic_score_gemma":0.001632911,"domain_scores_codex":[0.9996275,0.00002850462,0.00002558203,0.00007483893,0.0001416387,0.0001018071],"domain_scores_gemma":[0.9989954,0.0003154789,0.000179766,0.0001832194,0.0001923771,0.0001337997],"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":[0.001076142,0.0005381125,0.004983747,0.0001027859,0.00001618828,0.0005390383,0.0003545079,0.0044484,0.9833086,0.000119927,0.00005591225,0.004456485],"study_design_scores_gemma":[0.00009371073,0.01857899,0.03397694,0.00002382761,0.00006667087,0.0003688665,0.0004971778,0.01682839,0.9283794,0.0001048864,0.001040596,0.00004062447],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992078,0.00001510148,0.0005829885,0.000002415956,0.000002698697,0.00001352652,0.00002964146,0.00001501138,0.0001307446],"genre_scores_gemma":[0.9981295,0.0000411832,0.001119277,0.000003092074,0.000002162574,0.00001822537,0.00007463234,0.000005593599,0.0006063605],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001371719,"threshold_uncertainty_score":0.004588842,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2113904115","doi":"10.1139/t09-044","title":"Performance of helical piles in oil sand","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":191,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"Alberta Biodiversity Monitoring Institute","funders":"","keywords":"Pile; Geotechnical engineering; Foundation (evidence); Structural engineering; Load testing; Full scale; Engineering; Structural load; Geology","authors":[{"name":"Mohammed Sakr","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005253162863819821,"gpt":0.1835305543182297,"spread":0.1782773914544099,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002972026,0.0004807454,0.0003322756,0.0007421736,0.0006507713,0.00042978,0.0004654679,0.000428604,0.002275807],"category_scores_gemma":[0.001067318,0.000295462,0.0002169051,0.0003974642,0.0004972282,0.0004602927,0.0005627751,0.0001790126,0.0008474797],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004543038,"about_ca_system_score_gemma":0.0003621346,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004703305,"about_ca_topic_score_gemma":0.006331102,"domain_scores_codex":[0.9996552,0.00003217865,0.00002012782,0.0000425671,0.0001378816,0.0001119348],"domain_scores_gemma":[0.9991762,0.0001793112,0.0001377954,0.00008850031,0.0002105342,0.0002075245],"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":[0.003576844,0.0002871742,0.03268768,0.0002155912,0.00004092975,0.00124795,0.0006684097,0.04870972,0.878085,0.0002734516,0.0004087869,0.03379838],"study_design_scores_gemma":[0.00006285313,0.004635952,0.08535836,0.00004262446,0.00006127641,0.0006790392,0.001258673,0.06963206,0.8362995,0.0002551792,0.00162629,0.00008818385],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987552,0.00001978037,0.0005904321,0.000004840498,0.00000248789,0.000007209528,0.00006988577,0.00006138159,0.0004887165],"genre_scores_gemma":[0.9991879,0.00001759293,0.0002745696,0.000002667513,6.88275e-7,0.000002633526,0.00006398668,0.000005086362,0.0004449276],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004703305,"threshold_uncertainty_score":0.00935185,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2136780757","doi":"10.1139/t08-015","title":"Bearing capacity of strip footings on purely frictional soil under eccentric and inclined loads","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":189,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Bearing capacity; Dilatant; Foundation (evidence); Flow (mathematics); Moment (physics); Embedment; Structural engineering; Engineering; Bearing (navigation); Geology; Mathematics; Geometry; Physics","authors":[{"name":"Dimitrios Loukidis","is_ca":false},{"name":"Tanusree Chakraborty","is_ca":false},{"name":"Rodrigo Salgado","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01344130771756093,"gpt":0.1841204504851758,"spread":0.1706791427676148,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003179377,0.0002685883,0.0003232355,0.001225075,0.0002321869,0.000265655,0.0003631488,0.0002216868,0.001850551],"category_scores_gemma":[0.001121265,0.0001531969,0.0001769006,0.0004613905,0.0006396692,0.0002125415,0.0003247265,0.0001325477,0.0003096655],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002188647,"about_ca_system_score_gemma":0.0002315661,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003345091,"about_ca_topic_score_gemma":0.004643333,"domain_scores_codex":[0.9998275,0.00001182756,0.000009678499,0.00002435635,0.00007401238,0.00005255391],"domain_scores_gemma":[0.9994724,0.0001893437,0.00009716927,0.00005478234,0.00009928753,0.00008697405],"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":[0.001868832,0.0001492839,0.07603083,0.0001865924,0.00007073796,0.001262115,0.0009293052,0.2216411,0.6540054,0.001260519,0.0004031456,0.04219221],"study_design_scores_gemma":[0.00005421269,0.001394624,0.4739636,0.00003902608,0.0000694449,0.0005436115,0.001029508,0.337256,0.1835866,0.000911443,0.001056994,0.0000950007],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993331,0.000009528578,0.0003379056,0.000001418821,7.83335e-7,0.000001744487,0.00004572858,0.000007161201,0.0002625109],"genre_scores_gemma":[0.9996327,0.00001049859,0.00008542502,4.923754e-7,3.702526e-7,0.000001072425,0.00006172233,0.000002338058,0.0002053158],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003345091,"threshold_uncertainty_score":0.006651282,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1990607110","doi":"10.1139/cgj-2014-0399","title":"Effect of roughness on shear behavior of red clay – concrete interface in large-scale direct shear tests","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":189,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"University of Illinois at Urbana-Champaign","keywords":"Direct shear test; Materials science; Dilatant; Surface finish; Geotechnical engineering; Shear (geology); Surface roughness; Cohesion (chemistry); Composite material; Triaxial shear test; Friction angle; Slip (aerodynamics); Geology; Engineering; Chemistry","authors":[{"name":"Xiaobin Chen","is_ca":false},{"name":"Jiasheng Zhang","is_ca":false},{"name":"Yuanjie Xiao","is_ca":false},{"name":"Jian Li","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007944478165260222,"gpt":0.2338049407471261,"spread":0.2258604625818659,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008904308,0.0007862726,0.0005016692,0.0006190316,0.0002690343,0.0004897593,0.0002492152,0.0004389305,0.0009682651],"category_scores_gemma":[0.002201453,0.0002671288,0.00056497,0.0003856829,0.0003878882,0.0003794683,0.0005026784,0.0005296895,0.0001944303],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001646272,"about_ca_system_score_gemma":0.0001462008,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001299587,"about_ca_topic_score_gemma":0.002801653,"domain_scores_codex":[0.9988624,0.0001578668,0.0001244665,0.000161389,0.0005535716,0.0001404094],"domain_scores_gemma":[0.9978189,0.0007812898,0.0004293323,0.0002695041,0.0005338548,0.0001671215],"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":[0.0003769011,0.00008375391,0.006645744,0.0001363072,0.00003527293,0.0001616876,0.0001966856,0.001279381,0.9857337,0.0000277637,0.00005439933,0.005268438],"study_design_scores_gemma":[0.00002731679,0.002748988,0.07423376,0.00002346931,0.0001151365,0.0002475973,0.000535458,0.004157539,0.9169431,0.00005331486,0.0008614066,0.00005289825],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977228,0.000372658,0.001420572,0.000009290439,0.00001294497,0.00001980778,0.0000729543,0.00003126357,0.0003376659],"genre_scores_gemma":[0.997971,0.0001803277,0.001418529,0.00001851173,0.000003939864,0.000009980559,0.0001070547,0.00001273352,0.0002779309],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001299587,"threshold_uncertainty_score":0.004709125,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1932406400","doi":"10.1139/cgj-2012-0423","title":"Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":189,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Centrifuge; Geotechnical engineering; Basement; Geology; Excavation; Inflection point; Settlement (finance); Geometry; Engineering","authors":[{"name":"Charles W.W. Ng","is_ca":false},{"name":"Jiangwei Shi","is_ca":false},{"name":"Yi Hong","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01440814102604685,"gpt":0.1985087139545898,"spread":0.184100572928543,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002118367,0.0004735572,0.0004167173,0.0005420307,0.0004141165,0.0009269516,0.000546983,0.0010245,0.00112504],"category_scores_gemma":[0.0005408324,0.0003163675,0.0005644382,0.0004289391,0.0007225799,0.0003171872,0.0004169366,0.0003365576,0.00014741],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000474026,"about_ca_system_score_gemma":0.0006804892,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01875313,"about_ca_topic_score_gemma":0.01148524,"domain_scores_codex":[0.9998757,0.00001829954,0.00000971631,0.00001763342,0.00003325833,0.00004535127],"domain_scores_gemma":[0.999734,0.0001200967,0.00004365881,0.00002189052,0.00003835342,0.00004196769],"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":[0.0001584311,0.000115354,0.007625158,0.00004557276,0.00001573097,0.0004806706,0.00009820161,0.9738011,0.01499038,0.0004227169,0.0001244708,0.002122164],"study_design_scores_gemma":[0.00001989105,0.00008247646,0.005413882,0.000007866503,0.00001086674,0.00003812613,0.0001002057,0.9921408,0.001969159,0.00007173262,0.0001299884,0.00001512767],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.994538,0.00004193376,0.003446799,0.0000241229,0.00001076915,0.00001678129,0.0001046091,0.00005556921,0.001761445],"genre_scores_gemma":[0.9983245,0.00004780451,0.0009424698,0.000004294932,0.000001616657,0.00001139602,0.00005350039,0.000008120968,0.0006062447],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01875313,"threshold_uncertainty_score":0.03728795,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1898716919","doi":"10.1139/t09-096","title":"Interpretation of T-bar penetrometer tests at shallow embedment and in very soft soils","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":188,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Penetrometer; Embedment; Geotechnical engineering; Centrifuge; Geology; Soil water; Submarine pipeline; Bar (unit); Penetration test; Offshore geotechnical engineering; Soil science","authors":[{"name":"David White","is_ca":false},{"name":"Christophe Gaudin","is_ca":false},{"name":"Noel Boylan","is_ca":false},{"name":"H. Zhou","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004537573333737438,"gpt":0.1938415958946808,"spread":0.1893040225609434,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004039241,0.0004966598,0.0002871296,0.001697957,0.000252325,0.0004750933,0.0006270222,0.0005254732,0.001242128],"category_scores_gemma":[0.001787312,0.0001987231,0.0002031428,0.0008046282,0.0006415072,0.0005297362,0.0005612259,0.0003855847,0.0002643538],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002027763,"about_ca_system_score_gemma":0.0002496173,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001339085,"about_ca_topic_score_gemma":0.004100509,"domain_scores_codex":[0.9996843,0.00003651234,0.0000319749,0.00004376319,0.0001601927,0.00004335447],"domain_scores_gemma":[0.9989248,0.0003727326,0.0002572503,0.00008865913,0.0002952842,0.00006128356],"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":[0.0005938168,0.00006876626,0.03086292,0.0003020264,0.00002172898,0.002653131,0.001132041,0.02199444,0.876141,0.001246497,0.0004116195,0.06457197],"study_design_scores_gemma":[0.00004437964,0.001016802,0.2241137,0.0000737192,0.00006542737,0.003176842,0.002506893,0.1160678,0.6489562,0.001622355,0.002186582,0.0001691519],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9502435,0.0001152964,0.04689379,0.00005323417,0.00002313116,0.00003641736,0.0002229137,0.0002547204,0.002156988],"genre_scores_gemma":[0.991964,0.0001122621,0.007366013,0.0000198068,0.000005055718,0.00001219577,0.00008341311,0.00002616812,0.0004109915],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001697957,"threshold_uncertainty_score":0.004155338,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1995082373","doi":"10.1139/t00-081","title":"Effect of cementation on the small-strain parameters of sands","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":187,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"National Science Foundation","keywords":"Cementation (geology); Geotechnical engineering; Stiffness; Geology; Materials science; Composite material; Cement","authors":[{"name":"Alfredo Fernandez","is_ca":false},{"name":"J. Carlos Santamarina","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009510639194428374,"gpt":0.2054082772243117,"spread":0.1958976380298833,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004577108,0.0002253774,0.0001646109,0.0003711013,0.0001987676,0.0003561131,0.0001414084,0.0001504134,0.001282598],"category_scores_gemma":[0.003544977,0.000181675,0.0001096909,0.0002319671,0.0006280476,0.0003374556,0.0002412461,0.0002183534,0.0001348345],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002614385,"about_ca_system_score_gemma":0.0001636053,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009709168,"about_ca_topic_score_gemma":0.002715243,"domain_scores_codex":[0.9996735,0.00009786573,0.0000328187,0.00004696849,0.0001199655,0.00002888462],"domain_scores_gemma":[0.9959461,0.002955102,0.00043112,0.000237139,0.000305214,0.0001253516],"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":[0.0007259084,0.00005124,0.01054471,0.00008609529,0.00001624027,0.00008311206,0.0002121602,0.003419664,0.9718028,0.0001155907,0.00001831937,0.01292405],"study_design_scores_gemma":[0.00001622792,0.0009793963,0.09873328,0.000006391321,0.0000343127,0.000239146,0.0001251158,0.00426166,0.8948328,0.000140414,0.0006137858,0.00001738289],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971414,0.0001688449,0.002150753,0.00001011179,0.000001957589,0.000009218931,0.00003934444,0.00001676114,0.0004615527],"genre_scores_gemma":[0.9995381,0.00004065757,0.0002878709,0.000003899237,7.653737e-7,0.000002702092,0.00001813856,0.000005982723,0.0001020078],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001282598,"threshold_uncertainty_score":0.00429076,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2078161649","doi":"10.1139/t08-087","title":"Case study on seismic tunnel response","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":175,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Bending moment; Structural engineering; Geotechnical engineering; Geology; Thrust; Finite element method; Stress field; Seismic loading; Engineering","authors":[{"name":"Stavroula Kontoe","is_ca":false},{"name":"Lidija Zdravković","is_ca":false},{"name":"David M. Potts","is_ca":false},{"name":"C. O. Menkiti","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01729629160888345,"gpt":0.2135572673823036,"spread":0.1962609757734202,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007403899,0.0004791803,0.000252577,0.0006975519,0.001005901,0.0006171951,0.0007889087,0.001793906,0.003800044],"category_scores_gemma":[0.002160496,0.0002589115,0.0003929911,0.0006140639,0.000607624,0.000535924,0.0007006591,0.0004037834,0.0003902021],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004766058,"about_ca_system_score_gemma":0.0004282219,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00409343,"about_ca_topic_score_gemma":0.008488931,"domain_scores_codex":[0.9993722,0.0002751136,0.00003059707,0.00006076859,0.0001359578,0.0001254256],"domain_scores_gemma":[0.9989005,0.0005258022,0.0001175047,0.0001053868,0.0002020528,0.0001486147],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","study_design_scores_codex":[0.002048552,0.001803808,0.1722291,0.0007613787,0.0001717493,0.1516923,0.01000517,0.5230173,0.06919486,0.007866777,0.004498874,0.05671006],"study_design_scores_gemma":[0.0003038091,0.006179798,0.1348229,0.0002747886,0.0001799956,0.08602863,0.04954425,0.6159362,0.07073279,0.004753769,0.03093494,0.0003081029],"study_design_candidate":"case_report","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9928168,0.00002715618,0.004211506,0.00005364411,0.000008116904,0.00004437763,0.00008113696,0.00003668132,0.002720464],"genre_scores_gemma":[0.9962109,0.00003498816,0.002194625,0.00001036105,0.000002518759,0.00001773151,0.00005261756,0.00000757449,0.001468665],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00409343,"threshold_uncertainty_score":0.01271236,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2190694884","doi":"10.1139/cgj-2012-0052","title":"Resilient modulus of unsaturated subgrade soil: experimental and theoretical investigations","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":168,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"National Key Research and Development Program of China","keywords":"Geotechnical engineering; Subgrade; Suction; Water content; Soil water; Stiffness; Stress (linguistics); Triaxial shear test; Materials science; Stress path; Modulus; Geology; Composite material; Soil science; Plasticity; Engineering","authors":[{"name":"C.W.W. Ng","is_ca":false},{"name":"Chao Zhou","is_ca":false},{"name":"Quan Yuan","is_ca":false},{"name":"Jie Xu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005092258363992753,"gpt":0.1856990231505603,"spread":0.1806067647865675,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005194789,0.0004571015,0.0002929424,0.0007073528,0.0001943808,0.0001454336,0.0005597848,0.0002949113,0.001091247],"category_scores_gemma":[0.001069482,0.0001864903,0.0001753208,0.0008151633,0.0006339203,0.000585943,0.000333479,0.000267248,0.0002210232],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002533995,"about_ca_system_score_gemma":0.0001408766,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007127713,"about_ca_topic_score_gemma":0.001075408,"domain_scores_codex":[0.9997867,0.00002296491,0.00001541666,0.00004323887,0.00009975654,0.00003197086],"domain_scores_gemma":[0.9992384,0.000320054,0.000137431,0.0001000085,0.000160144,0.00004398177],"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":[0.0004179577,0.0001713998,0.009472593,0.0003844892,0.00001058399,0.0005188328,0.0006083999,0.01472476,0.9473945,0.001117509,0.0001337019,0.02504526],"study_design_scores_gemma":[0.00002247562,0.001773329,0.06257182,0.00005999166,0.00004945903,0.0006479575,0.0006191504,0.1093678,0.8205553,0.001003711,0.003267475,0.00006152171],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9910364,0.0005596586,0.006297977,0.00002567222,0.000004759569,0.00001585806,0.000153891,0.00004081269,0.001864958],"genre_scores_gemma":[0.998098,0.0003842436,0.001198193,0.000004448506,0.000003224207,0.00000775527,0.00005735995,0.00000337081,0.0002435271],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001091247,"threshold_uncertainty_score":0.003650546,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1987239203","doi":"10.1139/t09-147","title":"Large-deformation finite element analysis of pipe penetration and large-amplitude lateral displacement","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":167,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Embedment; Geotechnical engineering; Lateral movement; Finite element method; Centrifuge; Geology; Berm; Deformation (meteorology); Structural engineering; Engineering","authors":[{"name":"Dong Wang","is_ca":false},{"name":"David White","is_ca":false},{"name":"Mark Randolph","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004507172924004361,"gpt":0.2034472574847869,"spread":0.1989400845607826,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002619225,0.0003578475,0.0002558549,0.0003602245,0.0001933529,0.0003355455,0.0004364323,0.0008948382,0.001273424],"category_scores_gemma":[0.0009645972,0.0003641203,0.0004302652,0.0002193793,0.0006685128,0.0004239472,0.0003480733,0.0003823371,0.0002212895],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004328016,"about_ca_system_score_gemma":0.0005631968,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005454407,"about_ca_topic_score_gemma":0.004268121,"domain_scores_codex":[0.9998803,0.00002421317,0.000005561841,0.00001476687,0.00005226663,0.00002286526],"domain_scores_gemma":[0.999668,0.0001967728,0.00004120717,0.00002827156,0.00004487973,0.00002081174],"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":[0.00003614369,0.00003726385,0.00141675,0.00003667108,0.000008787239,0.0001242144,0.0001174623,0.9678478,0.02127924,0.002392133,0.0001259178,0.00657758],"study_design_scores_gemma":[0.000001928089,0.00001095533,0.0004232622,0.000001746011,0.00000107079,0.00001379287,0.00001132534,0.9980945,0.00114723,0.00018844,0.0001025115,0.00000325702],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6319544,0.0001932912,0.358189,0.0002009776,0.00003882279,0.00008981479,0.000150663,0.0002937314,0.008889313],"genre_scores_gemma":[0.984322,0.00005287561,0.01271009,0.00001700669,0.00000437348,0.00003274935,0.00005344178,0.00003401796,0.002773306],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005454407,"threshold_uncertainty_score":0.01084536,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2097765162","doi":"10.1139/t09-002","title":"Shear strength of unsaturated soil interfaces","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":166,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"National Science Foundation","keywords":"Geotechnical engineering; Direct shear test; Shearing (physics); Shear strength (soil); Soil water; Shear stress; Suction; Soil mechanics; Geology; Shear (geology); Materials science; Composite material; Soil science; Engineering","authors":[{"name":"Tariq B. Hamid","is_ca":false},{"name":"Gerald A. Miller","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005781655861521919,"gpt":0.19190849997496,"spread":0.1861268441134381,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003311883,0.0002950516,0.0002771172,0.0009783845,0.0001958735,0.0003741086,0.0002215146,0.0002088007,0.001783003],"category_scores_gemma":[0.0009726417,0.0001894701,0.0001212854,0.0004224014,0.0003530833,0.0002959574,0.0003819185,0.0002446682,0.0003603986],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002255778,"about_ca_system_score_gemma":0.0001784963,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001677375,"about_ca_topic_score_gemma":0.001879545,"domain_scores_codex":[0.9997961,0.000008857332,0.00001474432,0.00003715179,0.0000943105,0.00004892064],"domain_scores_gemma":[0.9993299,0.00009576882,0.0001293024,0.00003618835,0.0003086453,0.0001002518],"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":[0.0006403335,0.0000556632,0.09514367,0.0001112374,0.00004145245,0.0002708983,0.0004981076,0.003990517,0.8759951,0.000469367,0.0002132011,0.02257041],"study_design_scores_gemma":[0.00002071822,0.0008422086,0.41758,0.00003444159,0.00005441927,0.0003953587,0.0007960889,0.01151964,0.5662975,0.0004372243,0.001977103,0.00004537609],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982388,0.00006850072,0.0007161718,0.000003619695,0.00000201447,0.00000527833,0.0001661037,0.00001887463,0.0007806132],"genre_scores_gemma":[0.999145,0.00004033781,0.0001859944,0.000004726749,9.928984e-7,0.000003028202,0.0001710076,0.000004859221,0.0004440567],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001783003,"threshold_uncertainty_score":0.005964756,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2169368056","doi":"10.1139/t04-008","title":"Three-dimensional numerical investigations of new Austrian tunnelling method (NATM) twin tunnel interactions","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":164,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Hong Kong University of Science and Technology","keywords":"Quantum tunnelling; Bending moment; Geotechnical engineering; Settlement (finance); Geology; Deflection (physics); Structural engineering; New Austrian Tunnelling method; Engineering; Materials science; Physics; Excavation; Classical mechanics","authors":[{"name":"C WW Ng","is_ca":false},{"name":"K M Lee","is_ca":false},{"name":"Donghua Tang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02113112569899604,"gpt":0.2437450907454437,"spread":0.2226139650464477,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005343452,0.0002978974,0.0004266253,0.0004817999,0.000431331,0.0003943195,0.0006722772,0.0007936592,0.001298288],"category_scores_gemma":[0.001370765,0.0002688176,0.0004417083,0.0003644431,0.0006312612,0.000431539,0.0007205664,0.0004183035,0.0001392983],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004089463,"about_ca_system_score_gemma":0.0005821291,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002781311,"about_ca_topic_score_gemma":0.002748849,"domain_scores_codex":[0.9997548,0.00006051317,0.00001324512,0.00002900902,0.0001051743,0.00003728186],"domain_scores_gemma":[0.99935,0.0003192233,0.000101217,0.00007467985,0.0001146241,0.00004018484],"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":[0.00006558801,0.0000635199,0.004136886,0.00009899669,0.00003027267,0.0002060794,0.0001466426,0.9619406,0.02258287,0.003673602,0.0001904865,0.006864397],"study_design_scores_gemma":[0.000006005788,0.00002300018,0.000659144,0.000003898496,0.000003591755,0.00004209999,0.00001873862,0.9973507,0.001397457,0.0002313226,0.0002567631,0.00000728044],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8517941,0.0001279587,0.1397209,0.0001178186,0.00003148246,0.00005267807,0.0001789017,0.0001756462,0.007800528],"genre_scores_gemma":[0.9497749,0.000040361,0.04904696,0.00001780823,0.00000436352,0.0000679627,0.00006651674,0.00002950022,0.0009516143],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002781311,"threshold_uncertainty_score":0.005530298,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2134540496","doi":"10.1139/cgj-2012-0445","title":"Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":162,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Serviceability (structure); Centrifuge; Overburden pressure; Shear stress; Structural engineering; Stress (linguistics); Excavation; Geology; Engineering; Materials science; Composite material","authors":[{"name":"Charles Wang Wai Ng","is_ca":false},{"name":"Thayanan Boonyarak","is_ca":false},{"name":"David Maš́ın","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01026245491583988,"gpt":0.2027153007497985,"spread":0.1924528458339586,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003412363,0.0005619298,0.000497737,0.000621761,0.0007076889,0.001101802,0.0007856618,0.001394993,0.001365124],"category_scores_gemma":[0.0008242587,0.0005135089,0.0006806419,0.0004452242,0.0009493948,0.0005853429,0.0007131243,0.0005080771,0.0002537484],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000626227,"about_ca_system_score_gemma":0.001114256,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01250143,"about_ca_topic_score_gemma":0.007395512,"domain_scores_codex":[0.999786,0.00004074483,0.00001350094,0.000035886,0.00006567225,0.00005823357],"domain_scores_gemma":[0.9996868,0.000128856,0.00005932411,0.0000273611,0.0000508643,0.00004667361],"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":[0.00002809501,0.00004636203,0.001888194,0.00001406285,0.000008891481,0.0001548625,0.00003741419,0.9894956,0.00543585,0.001309272,0.00009763087,0.00148385],"study_design_scores_gemma":[0.000003390185,0.00001172664,0.0004188788,0.000001508002,0.00000193747,0.00001616711,0.00001427498,0.9989177,0.0003323836,0.0001615525,0.000115248,0.000005335723],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8443564,0.0002382253,0.1399504,0.0002628413,0.00008594657,0.0001072064,0.000290115,0.0004210723,0.01428793],"genre_scores_gemma":[0.9825723,0.0001238574,0.01438588,0.00003069677,0.000008273119,0.00007053954,0.0000964027,0.00003501678,0.002676954],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01250143,"threshold_uncertainty_score":0.02485728,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2273638059","doi":"10.1016/j.compgeo.2016.02.007","title":"DEM simulation of bonded granular material. Part I: Contact model and application to cemented sand","year":2016,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":154,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"University of Calgary","keywords":"Breakage; Bond strength; Materials science; Discrete element method; Bond; Granular material; Bond length; Composite material; Stiffness; Mechanics; Physics; Crystallography; Chemistry; Adhesive","authors":[{"name":"Zhifu Shen","is_ca":false},{"name":"Mingjing Jiang","is_ca":false},{"name":"Colin Thornton","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00602011162070513,"gpt":0.198800624857149,"spread":0.1927805132364439,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001477719,0.0003134819,0.000429235,0.0003786337,0.00033152,0.000362058,0.000641545,0.001070327,0.003783771],"category_scores_gemma":[0.001059111,0.0002449235,0.0003023375,0.0006619469,0.0003914545,0.0003560207,0.0004754701,0.0003540085,0.0003008526],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005458266,"about_ca_system_score_gemma":0.0004818346,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01617634,"about_ca_topic_score_gemma":0.009324819,"domain_scores_codex":[0.999923,0.00002122678,0.000005046256,0.00001055846,0.00002421572,0.00001599018],"domain_scores_gemma":[0.999651,0.0001680748,0.00002742721,0.00004743446,0.0000733078,0.00003288573],"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":[0.00004490041,0.00003681914,0.001002519,0.00004704831,0.00001012076,0.000114315,0.00004013853,0.9909196,0.002241567,0.001619509,0.0004433272,0.00348016],"study_design_scores_gemma":[0.000008651475,0.000008131137,0.0002914421,0.000002798012,0.000001615505,0.000009472345,0.0000136833,0.9984933,0.0006335237,0.0002944125,0.0002402558,0.000002624517],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8500766,0.000580942,0.1128909,0.0005019047,0.0001298825,0.0001441587,0.002170025,0.001176574,0.03232893],"genre_scores_gemma":[0.9924632,0.0001219422,0.00497809,0.00002344424,0.000008796647,0.00003664756,0.0002557052,0.00003905594,0.002072985],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01617634,"threshold_uncertainty_score":0.03216439,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2613045166","doi":"10.1680/jgeot.16.p.161","title":"Distributed fibre optic sensing of strains on buried full-scale PVC pipelines crossing a normal fault","year":2017,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":154,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Dalhousie University","keywords":"Strain gauge; Stiffness; Pipeline transport; Vibrating wire; Structural engineering; Bending moment; Bending; Spring (device); Deformation (meteorology); Geotechnical engineering; Beam (structure); Optical fiber; Canalisation; Materials science; Engineering; Piping; Composite material; Mechanical engineering","authors":[{"name":"Pengpeng Ni","is_ca":true},{"name":"Ian D. Moore","is_ca":true},{"name":"W. Andy Take","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009444396116807464,"gpt":0.2347364138208704,"spread":0.2252920177040629,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002453458,0.0003473309,0.0002880319,0.0003995356,0.0001977993,0.0001893939,0.000600484,0.0004123433,0.0005866091],"category_scores_gemma":[0.0007001454,0.0001924997,0.0001205678,0.0003189554,0.0005648707,0.0003443358,0.0003708498,0.000269032,0.0001289975],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002791255,"about_ca_system_score_gemma":0.0001525017,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001759964,"about_ca_topic_score_gemma":0.002760463,"domain_scores_codex":[0.9997005,0.00003170399,0.000009620017,0.00007549531,0.0001407881,0.00004194564],"domain_scores_gemma":[0.9994164,0.000154376,0.0001520937,0.00006128694,0.0001737077,0.00004209732],"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":[0.000340774,0.00009012194,0.006906928,0.00005842788,0.00000706262,0.000135748,0.0002480367,0.001827636,0.9794791,0.00003512655,0.00003076382,0.01084024],"study_design_scores_gemma":[0.00005920599,0.003006194,0.1315862,0.00002815597,0.00004724916,0.0004297601,0.0004657794,0.03376756,0.8300574,0.0001172166,0.0003788963,0.00005636516],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981571,0.00001172208,0.001662793,0.000004458322,0.000002331559,0.000006721703,0.00002783203,0.0000282062,0.00009871397],"genre_scores_gemma":[0.9984955,0.00001617929,0.001281552,0.00000290899,0.000001359329,0.000005464875,0.00001614594,0.000003006669,0.0001778921],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001759964,"threshold_uncertainty_score":0.003499389,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2146801765","doi":"10.1139/t08-009","title":"Mechanisms of pipe embedment and lateral breakout on soft clay","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":150,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Embedment; Penetrometer; Breakout; Geotechnical engineering; Centrifuge; Geology; Plasticity; Brittleness; Offshore geotechnical engineering; Materials science; Soil water; Composite material","authors":[{"name":"H. R.C. Dingle","is_ca":false},{"name":"David White","is_ca":false},{"name":"Christophe Gaudin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006908829787695604,"gpt":0.1819940949069759,"spread":0.1750852651192803,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001435952,0.0004229,0.0002143005,0.000506229,0.0002249775,0.0003977161,0.0004905012,0.0004350666,0.001799966],"category_scores_gemma":[0.0004044749,0.0003598402,0.0002721731,0.0001182127,0.0005976249,0.0006296427,0.0006796469,0.0002399855,0.0002742527],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003299403,"about_ca_system_score_gemma":0.0001153004,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001089651,"about_ca_topic_score_gemma":0.001039274,"domain_scores_codex":[0.9998963,0.000008808392,0.000005204217,0.00002109498,0.00003050497,0.00003801854],"domain_scores_gemma":[0.9997497,0.00006202858,0.0001010817,0.00002349562,0.00002173617,0.00004202819],"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":[0.0005894211,0.0001209738,0.01606654,0.0002974235,0.00004672018,0.003167722,0.0006521099,0.1086685,0.8476586,0.003429249,0.0002334085,0.01906934],"study_design_scores_gemma":[0.00008761424,0.001199596,0.09622972,0.00005476013,0.00007882308,0.001606267,0.0007385931,0.5376648,0.3580358,0.002642041,0.001551903,0.0001100486],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9944464,0.0001413622,0.004091421,0.00002151843,0.000004060264,0.00001019525,0.00001766062,0.00007573346,0.00119163],"genre_scores_gemma":[0.9990994,0.00004684055,0.000164259,0.000001728293,8.878454e-7,0.000002116172,0.000007065845,0.000004764481,0.0006730112],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001799966,"threshold_uncertainty_score":0.0060215,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2159126123","doi":"10.1139/t10-047","title":"Effect of depth on seismic response of circular tunnels","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":145,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Centrifuge; Particle image velocimetry; Geotechnical engineering; Finite element method; Deformation (meteorology); Geology; Discrete element method; Structural engineering; Engineering; Mechanics","authors":[{"name":"Ulas Cilingir","is_ca":false},{"name":"Spg Madabhushi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004043297049952715,"gpt":0.2001227772924769,"spread":0.1960794802425242,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002358042,0.0003541519,0.0002163744,0.0002147329,0.0001510461,0.0003248143,0.0001667089,0.0004133043,0.001778757],"category_scores_gemma":[0.001141334,0.0002104283,0.0001858311,0.0001005959,0.0002948953,0.0002696766,0.0004212523,0.0002234087,0.0002052741],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001640315,"about_ca_system_score_gemma":0.0001369296,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007740304,"about_ca_topic_score_gemma":0.001169143,"domain_scores_codex":[0.9998538,0.00002730858,0.0000107964,0.00002546459,0.0000346835,0.00004783996],"domain_scores_gemma":[0.9993076,0.000289039,0.0001105306,0.00007533348,0.0001076034,0.0001098362],"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":[0.001770311,0.0001549427,0.02412957,0.0001183527,0.00002790401,0.000521889,0.0002147071,0.05093308,0.9116224,0.0001616776,0.0001362405,0.01020893],"study_design_scores_gemma":[0.0001595548,0.008931279,0.2359549,0.00007270484,0.0001789169,0.001332524,0.001830632,0.1615476,0.5867785,0.0004471633,0.002630635,0.0001356947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998751,0.00004326726,0.0007997809,0.0000094762,0.000004229854,0.000003785273,0.00003700827,0.00002032469,0.000331163],"genre_scores_gemma":[0.9994937,0.00003174462,0.0002543784,0.000006037606,8.074469e-7,0.000001594295,0.00002864072,0.000004788445,0.0001782507],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001778757,"threshold_uncertainty_score":0.005950511,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2040476739","doi":"10.1139/t06-126","title":"The horizontal-moment capacity of embedded foundations in undrained soil","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":136,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council","keywords":"Embedment; Geotechnical engineering; Bearing capacity; Foundation (evidence); Moment (physics); Horizontal and vertical; Shallow foundation; Geology; Plasticity; Envelope (radar); Eccentricity (behavior); Pile; Structural engineering; Engineering; Materials science; Law","authors":[{"name":"Gijae Yun","is_ca":false},{"name":"M. F. Bransby","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009239732742497736,"gpt":0.2098183376589517,"spread":0.2005786049164539,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002681457,0.0001482329,0.0001592951,0.0006132865,0.0001374669,0.00032725,0.0003049035,0.0002362137,0.0008123585],"category_scores_gemma":[0.001407052,0.0001286474,0.0001025032,0.0003048515,0.0008997635,0.000445854,0.0004334784,0.0001200886,0.0001132335],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002627461,"about_ca_system_score_gemma":0.000209727,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001873213,"about_ca_topic_score_gemma":0.002349704,"domain_scores_codex":[0.9998811,0.00001764565,0.0000069783,0.00001928168,0.00003752283,0.00003731176],"domain_scores_gemma":[0.9994385,0.0002479682,0.0001514869,0.00005889172,0.00006330958,0.00003993175],"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":[0.0003341456,0.0001005537,0.0309858,0.000117011,0.00003245135,0.001465203,0.0004171981,0.7689499,0.1545542,0.006261237,0.0001839092,0.03659835],"study_design_scores_gemma":[0.00002210603,0.0002563037,0.1069766,0.00004409064,0.000029703,0.0007035919,0.0004404704,0.8070142,0.07869977,0.005174138,0.0005728175,0.00006629914],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996182,0.00002341246,0.003079959,0.000006428512,6.293267e-7,0.000001633676,0.00002849996,0.00001300489,0.0006644198],"genre_scores_gemma":[0.9997351,0.00001148289,0.0001261953,5.996307e-7,2.735313e-7,8.340297e-7,0.00001223464,0.000002147319,0.0001111543],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001873213,"threshold_uncertainty_score":0.003724575,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2004772124","doi":"10.1139/t07-106","title":"Generalized dynamic Winkler model for nonlinear soil–structure interaction analysis","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":135,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"University of British Columbia; Western University","funders":"Università degli Studi di Pavia","keywords":"Centrifuge; Nonlinear system; Soil structure interaction; Radiation damping; Seismic analysis; Structural engineering; Foundation (evidence); Interaction model; Shallow foundation; Geotechnical engineering; Engineering; Finite element method; Computer science; Physics","authors":[{"name":"Nii Allotey","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009816440582267104,"gpt":0.2182460774906492,"spread":0.2084296369083821,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003218125,0.000996265,0.0008695145,0.000619463,0.0005587976,0.0009010681,0.002515007,0.001631028,0.008587401],"category_scores_gemma":[0.0007915624,0.0004863091,0.000933457,0.0007513575,0.0004740766,0.001269895,0.0009091378,0.001398021,0.003319213],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007673881,"about_ca_system_score_gemma":0.001444648,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01403214,"about_ca_topic_score_gemma":0.01197863,"domain_scores_codex":[0.9997445,0.00004954855,0.000009940546,0.00004034358,0.0001204216,0.00003536782],"domain_scores_gemma":[0.9998088,0.00005413929,0.00002837988,0.00002810247,0.00006642591,0.00001417434],"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":[0.00002561094,0.00002386153,0.0004215029,0.00007652492,0.00002626764,0.000159226,0.0000781464,0.926268,0.004586799,0.04796655,0.003456608,0.01691085],"study_design_scores_gemma":[0.000004578943,0.000006488259,0.0001036518,0.000004948969,0.000003057255,0.00003120096,0.000007550179,0.9903947,0.0002005225,0.004941511,0.004293237,0.000008466434],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.007525198,0.0003785448,0.9711023,0.0001726442,0.00007373565,0.00009201298,0.0005975735,0.0006331143,0.01942488],"genre_scores_gemma":[0.5446949,0.002238159,0.3286934,0.0003292671,0.0001609872,0.002031716,0.003193359,0.00123264,0.1174256],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01403214,"threshold_uncertainty_score":0.02872771,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2220597167","doi":"10.1680/jgeot.14.p.175","title":"Response of pipelines of differing flexural stiffness to normal faulting","year":2015,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":135,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada","keywords":"Pipeline transport; Pipeline (software); Stiffness; Geotechnical engineering; Centrifuge; Geology; Curvature; Structural engineering; Displacement (psychology); Engineering; Mathematics; Geometry","authors":[{"name":"M. Saiyar","is_ca":false},{"name":"Pengpeng Ni","is_ca":true},{"name":"W. Andy Take","is_ca":true},{"name":"Ian D. Moore","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01443002452004483,"gpt":0.2371761591894166,"spread":0.2227461346693717,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003917759,0.0003621104,0.0002983397,0.0004390822,0.0002639075,0.0003792365,0.0003050635,0.0004016288,0.001332565],"category_scores_gemma":[0.002144752,0.0002424327,0.0002947016,0.0004093779,0.0005707869,0.0004526754,0.0005303728,0.0002963888,0.000198995],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005493035,"about_ca_system_score_gemma":0.0003247989,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003282811,"about_ca_topic_score_gemma":0.004397179,"domain_scores_codex":[0.9995884,0.00005385688,0.00002824824,0.00006975495,0.0001174881,0.0001422184],"domain_scores_gemma":[0.999118,0.0002627279,0.000182145,0.0001147141,0.0002056556,0.0001166949],"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":[0.002446212,0.0002314817,0.08413125,0.0001054767,0.00006653901,0.0009345589,0.0005679915,0.1399899,0.7522464,0.0005043428,0.0002869827,0.01848888],"study_design_scores_gemma":[0.00008531494,0.006879543,0.3058691,0.00001966599,0.00008158848,0.0009496594,0.001875606,0.3187996,0.363172,0.0008049937,0.001349658,0.0001132657],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998809,0.000008006935,0.0009057865,0.000006650529,0.000001444512,0.000003551856,0.00003803312,0.00002175577,0.0002056961],"genre_scores_gemma":[0.999499,0.000007739502,0.0002365282,0.000003459593,2.506867e-7,0.000001854869,0.00005030773,0.000003744103,0.0001971905],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003282811,"threshold_uncertainty_score":0.006527424,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2027925254","doi":"10.1139/t08-122","title":"Modified state parameter for characterizing static liquefaction of sand with fines","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":135,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Shearing (physics); Consolidation (business); Liquefaction; Critical state soil mechanics; Isotropy; Geology; Overburden pressure; Materials science; Constitutive equation; Engineering; Structural engineering; Physics","authors":[{"name":"D. Bobei","is_ca":false},{"name":"S. R. Lo","is_ca":false},{"name":"Dariusz Wanatowski","is_ca":false},{"name":"C. T. Gnanendran","is_ca":false},{"name":"Md Mizanur Rahman","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00961710530334686,"gpt":0.2032779055169111,"spread":0.1936608002135643,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003079215,0.0002556737,0.000259521,0.001639361,0.000160508,0.000399671,0.0002711786,0.0003898729,0.00119788],"category_scores_gemma":[0.001129818,0.0001469567,0.0001576841,0.0008177286,0.0003169306,0.0005548743,0.0002712694,0.0002426804,0.0002190023],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003239852,"about_ca_system_score_gemma":0.0001805428,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001009079,"about_ca_topic_score_gemma":0.001758515,"domain_scores_codex":[0.999805,0.00001628999,0.00001768419,0.00003342128,0.000102873,0.00002478176],"domain_scores_gemma":[0.999388,0.0001784489,0.000147226,0.00007162588,0.0001676668,0.00004700988],"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":[0.0005048273,0.0001122763,0.03618645,0.0001159456,0.00001860078,0.0002106891,0.0002407541,0.01327358,0.922952,0.0005082579,0.00009413645,0.02578255],"study_design_scores_gemma":[0.00002040505,0.00121945,0.1040185,0.00002305088,0.0000376888,0.0003686087,0.0004102966,0.1329944,0.7587356,0.0006772268,0.001393987,0.0001007026],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9848598,0.0001605203,0.0136571,0.000007968706,0.000006686323,0.00003186859,0.0002118813,0.0001214983,0.0009427344],"genre_scores_gemma":[0.9980831,0.00003662338,0.001575546,0.000002235551,0.000001074437,0.00001032322,0.00008084764,0.000005967215,0.0002041724],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001639361,"threshold_uncertainty_score":0.00400728,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2054021416","doi":"10.1139/t10-064","title":"Evaluation of the impact of pore fluid chemistry on the hydromechanical behaviour of clay-based sealing materials","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":132,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":true},"ca_institutions":"Royal Military College of Canada; University of Manitoba","funders":"Atomic Energy of Canada Limited","keywords":"Hydraulic conductivity; Geotechnical engineering; Pore water pressure; Distilled water; Geology; Compressibility; Salinity; Materials science; Mineralogy; Chemistry; Soil water; Soil science; Thermodynamics","authors":[{"name":"Sumi Siddiqua","is_ca":true},{"name":"James Blatz","is_ca":true},{"name":"Greg Siemens","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02445439088123077,"gpt":0.2312919866804857,"spread":0.2068375957992549,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007093313,0.0003908881,0.000332185,0.0003935974,0.000277133,0.0003696982,0.0002476904,0.0002362516,0.000868955],"category_scores_gemma":[0.00134929,0.0001790636,0.000214304,0.0002693394,0.0005099912,0.0005030787,0.00033149,0.0002766871,0.0001264877],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003796304,"about_ca_system_score_gemma":0.0003703539,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001939704,"about_ca_topic_score_gemma":0.004346187,"domain_scores_codex":[0.9994926,0.00007980573,0.00004437471,0.00004285088,0.000254656,0.00008570434],"domain_scores_gemma":[0.998925,0.0002903819,0.0002552216,0.00007303413,0.0003244923,0.0001318784],"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":[0.000311538,0.0000526703,0.001787655,0.00007613692,0.000008649459,0.00004600592,0.00007167444,0.000823646,0.9945472,0.00002862335,0.000009113947,0.002236997],"study_design_scores_gemma":[0.000009520196,0.002133683,0.01233268,0.000004733062,0.00001587746,0.00006630825,0.0001146215,0.001247227,0.9838044,0.00001780372,0.0002421051,0.00001102171],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994298,0.00006234345,0.0003102711,0.000004099087,0.000001613766,0.00001483041,0.00004355629,0.00000775431,0.0001256583],"genre_scores_gemma":[0.9989493,0.00006710395,0.0007113394,0.000005384813,0.000001119296,0.000007472324,0.00005589752,0.000005050986,0.0001973606],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001939704,"threshold_uncertainty_score":0.003856838,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2164877306","doi":"10.1139/cgj-2014-0045","title":"Finite element modeling of partially embedded pipelines in clay seabed using Coupled Eulerian–Lagrangian method","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":131,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Geotechnical engineering; Seabed; Centrifuge; Pipeline transport; Finite element method; Submarine pipeline; Material point method; Geology; Shear band; Critical state soil mechanics; Strain rate; Shear (geology); Constitutive equation; Engineering; Structural engineering; Materials science; Composite material; Mechanical engineering","authors":[{"name":"Sujan Dutta","is_ca":true},{"name":"Bipul Hawlader","is_ca":true},{"name":"Ryan Phillips","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01591229166218361,"gpt":0.2425699373587916,"spread":0.226657645696608,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001850838,0.0004495661,0.0004638324,0.0004964434,0.0003075392,0.0006746469,0.001032779,0.0009744132,0.00207292],"category_scores_gemma":[0.0003328212,0.0004279671,0.0006288655,0.0003772808,0.000502197,0.0004004809,0.000543624,0.0002940177,0.0003407338],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003902148,"about_ca_system_score_gemma":0.0008744331,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008324894,"about_ca_topic_score_gemma":0.006031704,"domain_scores_codex":[0.9998915,0.00002253873,0.000008612482,0.00002215948,0.00003758095,0.00001769779],"domain_scores_gemma":[0.9998678,0.00004828445,0.00002747337,0.00001285184,0.00003058231,0.00001294292],"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":[0.00001152676,0.00001243823,0.0005919758,0.00002355798,0.000007566462,0.00007215332,0.00003734618,0.9914171,0.004636474,0.0007392408,0.00005822217,0.002392411],"study_design_scores_gemma":[0.000003023786,0.00001056221,0.0002001832,0.00000334104,0.000002459688,0.00001519376,0.00001046783,0.9989372,0.0004436985,0.000116161,0.0002546012,0.000003036302],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3254518,0.0002555283,0.656898,0.0001433208,0.00003470984,0.0001111868,0.0005178189,0.0006998689,0.01588763],"genre_scores_gemma":[0.9338355,0.000235072,0.05840654,0.00003375531,0.000008023089,0.0001544225,0.0002934452,0.00007191381,0.00696133],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008324894,"threshold_uncertainty_score":0.01655287,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2055770625","doi":"10.1139/t06-078","title":"Static liquefaction of sand in plane strain","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":124,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Liquefaction; Geotechnical engineering; Plane stress; Rotational symmetry; Instability; Triaxial shear test; Plane (geometry); Geology; Stress (linguistics); Shear (geology); Lateral strain; Strain (injury); Shear stress; Materials science; Structural engineering; Mechanics; Engineering; Geometry; Mathematics; Composite material; Physics; Finite element method; Petrology","authors":[{"name":"Dariusz Wanatowski","is_ca":false},{"name":"Jian Chu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006585002170073576,"gpt":0.2043501964821282,"spread":0.1977651943120547,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000299778,0.0005524692,0.0006662336,0.0005262686,0.0005656969,0.0003713207,0.0003231418,0.0003036156,0.001387508],"category_scores_gemma":[0.000756608,0.0002571557,0.0002347796,0.0006536402,0.0005891602,0.0003926046,0.0004308322,0.0004019337,0.0002166302],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004384985,"about_ca_system_score_gemma":0.0003389124,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007884275,"about_ca_topic_score_gemma":0.01147791,"domain_scores_codex":[0.9995483,0.00004041298,0.00003516717,0.00006509104,0.0002126601,0.00009842251],"domain_scores_gemma":[0.9994843,0.0001436284,0.000110768,0.00004877242,0.0001554891,0.00005701855],"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":[0.0005313613,0.00006708359,0.004440563,0.00009103811,0.00001772235,0.0002189622,0.0003341676,0.001979827,0.9860848,0.00006576889,0.00003808575,0.006130568],"study_design_scores_gemma":[0.00001181369,0.0009838054,0.01789111,0.00001457334,0.00002327044,0.0001362432,0.0002619191,0.003960107,0.9761663,0.00004407699,0.0004895994,0.0000170971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982253,0.0001337968,0.001144976,0.000007597975,0.000002904545,0.000008748977,0.0001060941,0.00001828063,0.0003525156],"genre_scores_gemma":[0.9981744,0.0001788206,0.0006585676,0.000009534946,0.000002053867,0.0000090124,0.0001794,0.000007189706,0.000781054],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007884275,"threshold_uncertainty_score":0.01567674,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2129955653","doi":"10.1061/(asce)1090-0241(2003)129:9(807)","title":"Multiple Resistance Factor Design for Shallow Transmission Line Structure Foundations","year":2003,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":123,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Ministère des Transports; Vanderbilt University","keywords":"Serviceability (structure); Resistance Factors; Limit state design; Parametric statistics; Reliability (semiconductor); Reliability engineering; Engineering; Structural engineering; Transmission line; Safety factor; Electric power transmission; Geotechnical engineering; Mathematics; Electrical engineering","authors":[{"name":"Kok‐Kwang Phoon","is_ca":false},{"name":"Fred H. Kulhawy","is_ca":false},{"name":"Mircea Grigoriu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009489411549803945,"gpt":0.1934626472076853,"spread":0.1839732356578813,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006357069,0.0004830969,0.000344822,0.0004224988,0.000143805,0.0004200045,0.0004035533,0.00035431,0.002045525],"category_scores_gemma":[0.001965484,0.0002475865,0.0004028846,0.0002058103,0.0002524708,0.0004620029,0.0002844377,0.000320634,0.000467082],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000553378,"about_ca_system_score_gemma":0.000428184,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009350169,"about_ca_topic_score_gemma":0.001659362,"domain_scores_codex":[0.9996178,0.0001033668,0.00002552064,0.00005069981,0.0001843327,0.00001821095],"domain_scores_gemma":[0.999448,0.00020717,0.0001469382,0.00007036086,0.0001168907,0.00001066045],"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":[0.00004511456,0.00002045391,0.0006419393,0.0001071627,0.000009632156,0.00005684005,0.00006236137,0.8374157,0.02882927,0.01786187,0.000493079,0.1144566],"study_design_scores_gemma":[0.0000220412,0.0001915202,0.0003822608,0.00001887608,0.00001437058,0.00007939657,0.0000108853,0.9782706,0.008790649,0.005421749,0.006781434,0.00001623558],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01784744,0.00008428618,0.9799447,0.00002585569,0.000007106762,0.00003126963,0.00003766974,0.0001939822,0.001827799],"genre_scores_gemma":[0.5649191,0.0003108065,0.430959,0.00002586994,0.00001585985,0.0001413592,0.000119261,0.0001113101,0.003397465],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002045525,"threshold_uncertainty_score":0.006842911,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1907039114","doi":"10.1139/cgj-2013-0374","title":"Predicting the resistance profile of a spudcan penetrating sand overlying clay","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":120,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Lloyd's Register","keywords":"Geotechnical engineering; Centrifuge; Penetration (warfare); Geology; Bearing capacity; Mohr–Coulomb theory; Offshore geotechnical engineering; Finite element method; Penetration test; Engineering; Structural engineering; Subgrade","authors":[{"name":"Pan Hu","is_ca":false},{"name":"Dong Wang","is_ca":false},{"name":"Mark Cassidy","is_ca":false},{"name":"Sam Stanier","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006553837356429827,"gpt":0.1910076846016727,"spread":0.1844538472452428,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002089883,0.0004927929,0.000279071,0.0005865923,0.0003106138,0.0005731125,0.0006412095,0.000908768,0.0006405333],"category_scores_gemma":[0.0008866603,0.0003758484,0.0002936129,0.0002929181,0.0003195708,0.000519471,0.0003665031,0.0003564765,0.0002388257],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006204885,"about_ca_system_score_gemma":0.0005593011,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01567837,"about_ca_topic_score_gemma":0.01503758,"domain_scores_codex":[0.9998684,0.00001488289,0.000007359552,0.00002643151,0.00005142376,0.00003150104],"domain_scores_gemma":[0.9996371,0.0001548142,0.00007009613,0.00003531596,0.00006861564,0.00003400072],"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":[0.0001329933,0.00006135871,0.02610094,0.00003309808,0.00001912875,0.0003825707,0.00008290677,0.9152997,0.04369957,0.0001968738,0.00009086894,0.01389998],"study_design_scores_gemma":[0.000003184498,0.00008792459,0.01046061,0.000003268898,0.000007464037,0.00003661923,0.00005173007,0.9800087,0.009195649,0.0000653794,0.00006802882,0.00001148388],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9909275,0.00001482958,0.0083402,0.000008164405,0.000001189244,0.00001084867,0.0000715502,0.00009803096,0.0005277738],"genre_scores_gemma":[0.9983978,0.00001584941,0.001301866,0.000001588165,3.018209e-7,0.00000601277,0.00005415102,0.000006097342,0.0002163834],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01567837,"threshold_uncertainty_score":0.03117424,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2089290276","doi":"10.1061/(asce)0733-947x(2005)131:6(460)","title":"Three-Dimensional Dynamic Analysis of Flexible Conventional Pavement Foundation","year":2005,"lang":"en","type":"article","venue":"Journal of Transportation Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":118,"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":"Subgrade; Structural engineering; Adina; Rut; Deflection (physics); Finite element method; Parametric statistics; Geotechnical engineering; Asphalt pavement; Engineering; Asphalt; Materials science; Mathematics; Composite material","authors":[{"name":"Bassam Saad","is_ca":true},{"name":"Hani S. Mitri","is_ca":true},{"name":"H.B. Poorooshasb","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006079544292794146,"gpt":0.2146956912427292,"spread":0.208616146949935,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008358694,0.0002337455,0.0001813517,0.0003583558,0.0001476207,0.0003454839,0.0002565834,0.0003189745,0.001579906],"category_scores_gemma":[0.0003257817,0.000149821,0.0001811826,0.000222417,0.0003789252,0.0002254808,0.0002776895,0.0001232067,0.0001244792],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002307895,"about_ca_system_score_gemma":0.0001860375,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004573005,"about_ca_topic_score_gemma":0.003928363,"domain_scores_codex":[0.999927,0.000007374527,0.000001928651,0.00001129813,0.00003007747,0.00002228665],"domain_scores_gemma":[0.9999342,0.00002491094,0.0000122829,0.000005897757,0.00001367902,0.000008959696],"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":[0.0001333671,0.00003755401,0.004486084,0.00007016549,0.00002804668,0.0005200974,0.0001111561,0.8978088,0.07543663,0.002405307,0.0002331798,0.01872956],"study_design_scores_gemma":[0.000007388769,0.00005250464,0.00735422,0.000004984599,0.000006133788,0.00009084194,0.00007705951,0.988008,0.003375388,0.0003042048,0.0007072019,0.00001206298],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9691136,0.000148014,0.02639096,0.000030152,0.000009020558,0.00001439162,0.00008741627,0.00007557028,0.004130806],"genre_scores_gemma":[0.9985506,0.00004514442,0.0007068126,0.000002699207,0.000001636419,0.00000500319,0.00002608832,0.000004063168,0.0006578687],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004573005,"threshold_uncertainty_score":0.009092808,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2167600005","doi":"10.1139/t08-089","title":"Buried high-density polyethylene pipelines subjected to normal and strike-slip faulting — a centrifuge investigation","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":115,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Korea Advanced Institute of Science and Technology; Rensselaer Polytechnic Institute; Korea Institute of Science and Technology; National Science Foundation","keywords":"Centrifuge; Geology; Slip (aerodynamics); Geotechnical engineering; Pipeline transport; Fault (geology); Strike-slip tectonics; Seismology; Engineering","authors":[{"name":"Da Ha","is_ca":false},{"name":"Tarek Abdoun","is_ca":false},{"name":"Michael O’Rourke","is_ca":false},{"name":"Michael D. Symans","is_ca":false},{"name":"Thomas D. O’Rourke","is_ca":false},{"name":"Michael C. Palmer","is_ca":false},{"name":"Harry E. Stewart","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008003595393158858,"gpt":0.1792812578524559,"spread":0.171277662459297,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002713175,0.0003841112,0.0003269721,0.0005545962,0.0002931525,0.00020744,0.0002318225,0.0004807592,0.0006107436],"category_scores_gemma":[0.0007204284,0.0001885386,0.0002168201,0.0002500577,0.000572333,0.0003754552,0.0003715343,0.0002564711,0.00009777347],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002137082,"about_ca_system_score_gemma":0.0001298539,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009695146,"about_ca_topic_score_gemma":0.001575286,"domain_scores_codex":[0.9997254,0.0000337136,0.00001682406,0.00003455577,0.0001244205,0.00006504908],"domain_scores_gemma":[0.9994735,0.0001054807,0.0001605983,0.00005236658,0.0001410983,0.00006703008],"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":[0.00150169,0.0003190346,0.04561324,0.0001145941,0.00004307439,0.002490684,0.0005948301,0.005551447,0.9330167,0.0001155965,0.0001237506,0.0105155],"study_design_scores_gemma":[0.000128883,0.0167517,0.4466225,0.00003721104,0.00009636819,0.003139095,0.00173329,0.02537861,0.5050554,0.000203339,0.0007969745,0.00005667879],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9997708,0.00001041078,0.0001448558,0.000002393654,0.000001377521,0.000002283555,0.00001035097,0.000003469112,0.00005401614],"genre_scores_gemma":[0.9997773,0.00001405107,0.00009462901,0.000002136453,9.454736e-7,0.000001115456,0.00002131004,7.789569e-7,0.00008776192],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0009695146,"threshold_uncertainty_score":0.002043128,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2011851021","doi":"10.1139/cgj-2014-0341","title":"Permanent deformation characteristics of saturated sand under cyclic loading","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":114,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Stress path; Overburden pressure; Geotechnical engineering; Deformation (meteorology); Stress (linguistics); Shear stress; Triaxial shear test; Geology; Shear (geology); Materials science; Principal stress; Structural engineering; Mechanics; Composite material; Engineering; Physics","authors":[{"name":"Yuanqiang Cai","is_ca":false},{"name":"Qi Sun","is_ca":false},{"name":"Lin Guo","is_ca":false},{"name":"C. Hsein Juang","is_ca":false},{"name":"Jun Wang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01184778099348279,"gpt":0.2019749788026728,"spread":0.19012719780919,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001903777,0.0002396606,0.0002069615,0.0008070744,0.0002902666,0.0002872556,0.0003031974,0.0003375063,0.001264893],"category_scores_gemma":[0.0005810512,0.0001610438,0.0001685862,0.0006110863,0.0005741114,0.0002144589,0.000257609,0.0001961946,0.0001591958],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003633501,"about_ca_system_score_gemma":0.0003038238,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004952937,"about_ca_topic_score_gemma":0.009104874,"domain_scores_codex":[0.9998266,0.00001125409,0.00001690257,0.0000352501,0.00007292646,0.00003703304],"domain_scores_gemma":[0.999617,0.000107406,0.00006832075,0.00004599568,0.0001156761,0.00004554904],"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":[0.001041903,0.0001352485,0.04519884,0.0001709182,0.00003516349,0.001039097,0.0007723478,0.03481292,0.8817235,0.0004472247,0.000317605,0.03430519],"study_design_scores_gemma":[0.00002611609,0.001142534,0.399288,0.00003468476,0.00006280209,0.0007465565,0.001256461,0.1269189,0.4684232,0.0004648587,0.001523471,0.0001123204],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985312,0.00003663839,0.0006102992,0.000007544898,0.000003175153,0.00000618956,0.0001352683,0.00002625534,0.0006433249],"genre_scores_gemma":[0.999385,0.00002410415,0.0001982011,0.000003371454,6.555406e-7,0.0000031043,0.00007512808,0.000003644893,0.0003067976],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004952937,"threshold_uncertainty_score":0.009848237,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1832943069","doi":"10.1139/cgj-2015-0171","title":"Finite element modeling of lateral pipeline–soil interactions in dense sand","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":113,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"Carleton University; Queen's University; Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada; Research and Development Corporation of Newfoundland and Labrador","keywords":"Geotechnical engineering; Finite element method; Geology; Mechanics; Dilatant; Plane stress; Shear band; Shear (geology); Mohr–Coulomb theory; Materials science; Displacement (psychology); Structural engineering; Engineering; Physics; Composite material","authors":[{"name":"Kshama Roy","is_ca":true},{"name":"Bipul Hawlader","is_ca":true},{"name":"Shawn Kenny","is_ca":true},{"name":"Ian D. Moore","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01870006341628417,"gpt":0.227359536498505,"spread":0.2086594730822208,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002098861,0.0004576419,0.0003834849,0.0005996153,0.0003531569,0.0005274088,0.0007150593,0.0008480388,0.001400461],"category_scores_gemma":[0.0005411939,0.0003597013,0.0003092251,0.0004053625,0.0005643898,0.0003426015,0.0004883829,0.0002487203,0.0002243254],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000528077,"about_ca_system_score_gemma":0.0008581509,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01430019,"about_ca_topic_score_gemma":0.01675012,"domain_scores_codex":[0.9998615,0.00002475479,0.000008103485,0.0000192904,0.00005808449,0.00002835932],"domain_scores_gemma":[0.9997899,0.0001004325,0.00003573915,0.00002137614,0.00003794477,0.00001470644],"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":[0.00001834597,0.00002556835,0.00134811,0.00002634478,0.000008776088,0.0001202429,0.00006117207,0.9826585,0.01111321,0.0009766497,0.00006537393,0.003577686],"study_design_scores_gemma":[0.000002065221,0.00001512237,0.0007379897,0.000003192353,0.000003000005,0.00002116122,0.00002785454,0.9975764,0.001201654,0.0001558801,0.0002520011,0.00000366477],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6757397,0.0001809097,0.3114318,0.00009265255,0.00001892373,0.00007194054,0.0003420094,0.0003908228,0.01173126],"genre_scores_gemma":[0.9813755,0.00009381108,0.01511824,0.00001166212,0.000003299455,0.00003942701,0.0001116941,0.00002418921,0.003222222],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01430019,"threshold_uncertainty_score":0.02843392,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2008703705","doi":"10.1139/t07-068","title":"Tunneling effects on jointed pipelines","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":112,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pipeline transport; Bending moment; Structural engineering; Stiffness; Joint (building); Geotechnical engineering; Bending; Quantum tunnelling; Pipeline (software); Boundary value problem; Bending stiffness; Boundary (topology); Rotation (mathematics); Geology; Engineering; Materials science; Geometry; Mathematics; Mathematical analysis","authors":[{"name":"Assaf Klar","is_ca":false},{"name":"Alec M. Marshall","is_ca":false},{"name":"Kenichi Soga","is_ca":false},{"name":"R. J. Mair","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008259197322180365,"gpt":0.1856388086816095,"spread":0.1773796113594292,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005734594,0.0003646285,0.0004273688,0.0004862081,0.0004807656,0.0006684822,0.0006736346,0.0005650017,0.002314822],"category_scores_gemma":[0.002643242,0.0003047295,0.0003341878,0.0004121935,0.001084258,0.001097806,0.001206095,0.0004226694,0.0001842335],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00043437,"about_ca_system_score_gemma":0.0003148888,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008139139,"about_ca_topic_score_gemma":0.0006322875,"domain_scores_codex":[0.9996803,0.00005598314,0.0000115354,0.00005678996,0.0001245055,0.000070907],"domain_scores_gemma":[0.9991751,0.000335548,0.0001753489,0.0001260355,0.0001162725,0.00007162716],"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":[0.0006769217,0.00012432,0.01040175,0.0003943132,0.00009262677,0.003524596,0.0007189835,0.6251104,0.1879135,0.0799842,0.0008513329,0.09020706],"study_design_scores_gemma":[0.00005116516,0.0004603179,0.006807402,0.00004850775,0.00008265104,0.001859077,0.0003203014,0.9331926,0.03588703,0.01952867,0.001690425,0.00007184696],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8502651,0.0004816187,0.1435928,0.00005909473,0.00005219341,0.00001618819,0.00003305229,0.0002107828,0.005289144],"genre_scores_gemma":[0.9952276,0.0001115671,0.003642462,0.000003864572,0.000004344032,0.000002397673,0.00001061722,0.00001344571,0.0009837743],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002314822,"threshold_uncertainty_score":0.007743895,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2180668158","doi":"10.1139/cgj-2012-0476","title":"Multi-scale analysis of cone penetration test (CPT) in a virtual calibration chamber","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":111,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Microscale chemistry; Mesoscale meteorology; Mechanics; Penetration (warfare); Inertia; Cone penetration test; Discrete element method; Finite element method; Materials science; Penetration test; Penetration depth; Geotechnical engineering; Boundary value problem; Geometry; Structural engineering; Geology; Physics; Mathematics; Optics; Classical mechanics; Engineering; Mathematical analysis; Meteorology","authors":[{"name":"Joanna Butlańska","is_ca":false},{"name":"Marcos Arroyo","is_ca":false},{"name":"Antonio Gens","is_ca":false},{"name":"Catherine O’Sullivan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007084196509164951,"gpt":0.194605897163608,"spread":0.187521700654443,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004271495,0.0002982222,0.0002765589,0.0005269053,0.0002063638,0.0004214628,0.0004504736,0.0003356175,0.001180399],"category_scores_gemma":[0.0009205823,0.0001874494,0.0001639424,0.0005470453,0.0003033919,0.0002942336,0.0002590876,0.0002723031,0.0001456605],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003836107,"about_ca_system_score_gemma":0.0003994802,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004207501,"about_ca_topic_score_gemma":0.005899976,"domain_scores_codex":[0.9996512,0.0000260984,0.00001008002,0.00004506519,0.0002292971,0.00003827895],"domain_scores_gemma":[0.9992798,0.0002217931,0.00007610852,0.00008386833,0.0002809214,0.00005755633],"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":[0.0003713771,0.0001967777,0.02202038,0.0001736728,0.00002035837,0.001018414,0.0004022746,0.2249699,0.6830414,0.001509145,0.0007160584,0.06556027],"study_design_scores_gemma":[0.00001441581,0.0004905874,0.05256282,0.00001646036,0.00001503243,0.0004044771,0.0002372733,0.7778703,0.1664888,0.0003128267,0.001534867,0.00005210126],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8982364,0.00006292122,0.09779637,0.00002373946,0.00001764628,0.00009447584,0.000273481,0.0003300453,0.003164914],"genre_scores_gemma":[0.9880912,0.0000352553,0.01125261,0.000007246598,0.000001651977,0.00001763564,0.00008136703,0.00001733047,0.000495612],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004207501,"threshold_uncertainty_score":0.008365989,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1988314803","doi":"10.1139/t07-051","title":"Assessment of the self-desiccation process in cemented mine backfills","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":110,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Cement; Geotechnical engineering; Permeability (electromagnetism); Tailings; Volume (thermodynamics); Stiffness; Pore water pressure; Materials science; Geology; Environmental science; Composite material; Metallurgy; Chemistry","authors":[{"name":"Matthew Helinski","is_ca":true},{"name":"Andy Fourie","is_ca":true},{"name":"Martin Fahey","is_ca":true},{"name":"Mostafa A. Ismail","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0056533625799172,"gpt":0.225947602414078,"spread":0.2202942398341608,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004084893,0.0002285812,0.0002298612,0.0004366006,0.0002532785,0.0003107571,0.0002551202,0.0002857998,0.0003270869],"category_scores_gemma":[0.0006837181,0.0001496305,0.000165048,0.0002501286,0.0004174855,0.0004423302,0.0002496482,0.0001877536,0.00007639274],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004399878,"about_ca_system_score_gemma":0.0002784953,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004747001,"about_ca_topic_score_gemma":0.009516605,"domain_scores_codex":[0.9997633,0.0000283514,0.00001363106,0.00002807789,0.0001360475,0.00003055605],"domain_scores_gemma":[0.9996316,0.00009088129,0.0001172731,0.00001874373,0.0001120151,0.00002942992],"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":[0.0003115688,0.00005375687,0.03010348,0.0001041878,0.00001521699,0.000201352,0.0005442284,0.006703316,0.952149,0.0001627501,0.0000335741,0.009617533],"study_design_scores_gemma":[0.00001354115,0.0009362473,0.1473358,0.00001294916,0.00002179728,0.0003203831,0.0006333341,0.02944093,0.8202432,0.0001796189,0.0008271308,0.00003513089],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988017,0.00006040568,0.0009331436,0.000004804619,6.087556e-7,0.000008357049,0.00002842856,0.00001110671,0.0001515088],"genre_scores_gemma":[0.999047,0.00006914838,0.0006538074,0.000002342923,4.939743e-7,0.000004791753,0.00002675709,0.000003277826,0.0001924852],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004747001,"threshold_uncertainty_score":0.009438753,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2027400592","doi":"10.1061/(asce)1090-0241(2008)134:9(1311)","title":"Modified Direct Shear Test for Anisotropic Strength of Sand","year":2008,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":109,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Direct shear test; Anisotropy; Simple shear; Materials science; Shear (geology); Triaxial shear test; Geotechnical engineering; Granular material; Shear strength (soil); Friction angle; Composite material; Geology; Soil water; Optics; Physics","authors":[{"name":"Peijun Guo","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006075143634791589,"gpt":0.1747733531068076,"spread":0.168698209472016,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005476896,0.0004587494,0.0004106698,0.001041857,0.0002094507,0.0002453257,0.0004148289,0.000330956,0.003217226],"category_scores_gemma":[0.001362078,0.000266534,0.0003601302,0.00049249,0.0002556666,0.000310678,0.0005011499,0.0004923325,0.0007163205],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000136197,"about_ca_system_score_gemma":0.000206466,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00073411,"about_ca_topic_score_gemma":0.002199421,"domain_scores_codex":[0.9990419,0.0001029244,0.00008003568,0.0001644523,0.0005543299,0.00005629559],"domain_scores_gemma":[0.9984021,0.0004894388,0.0003522226,0.0001767621,0.0004348274,0.0001447468],"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":[0.0006161041,0.0001262689,0.01959397,0.0001488994,0.00008229972,0.0001756111,0.0001491652,0.000420539,0.9543624,0.000331947,0.0003068828,0.02368595],"study_design_scores_gemma":[0.00009633671,0.002576341,0.1891539,0.00004394761,0.0001358298,0.001320304,0.0002812096,0.009319633,0.7911636,0.0004865771,0.005304609,0.0001178291],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9351556,0.0007396239,0.05704705,0.00005079922,0.0001436482,0.0002131748,0.0009739865,0.0002028503,0.005473337],"genre_scores_gemma":[0.946677,0.0004241398,0.04752234,0.00007350366,0.00002689459,0.0002004455,0.0008419568,0.00004422916,0.004189491],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003217226,"threshold_uncertainty_score":0.01076269,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1966445348","doi":"10.1002/nme.1804","title":"A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":109,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"Engineering and Physical Sciences Research Council; Natural Sciences and Engineering Research Council of Canada; Universidade Federal do Rio Grande do Sul; Université Laval","keywords":"Discrete element method; Breakage; Materials science; Simple (philosophy); Cementation (geology); Isotropy; Finite element method; Modulus; Composite material; Structural engineering; Mechanics; Engineering; Physics; Optics; Cement","authors":[{"name":"Mingjing Jiang","is_ca":false},{"name":"Hai‐Sui Yu","is_ca":false},{"name":"Serge Leroueil","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005215191381683054,"gpt":0.307306166718461,"spread":0.302090975336778,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002592269,0.0004800658,0.0004826394,0.0004168826,0.0002338569,0.0004285494,0.0008036075,0.0008568141,0.001875363],"category_scores_gemma":[0.0005864212,0.0003766688,0.0004789793,0.0002532298,0.0003821638,0.0004134444,0.000390193,0.0006679619,0.0004624722],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000372195,"about_ca_system_score_gemma":0.0005545095,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002932218,"about_ca_topic_score_gemma":0.003589874,"domain_scores_codex":[0.9998747,0.00002573873,0.000007392632,0.00001543972,0.00006605012,0.00001065583],"domain_scores_gemma":[0.9998198,0.00008298446,0.00001596724,0.00002815933,0.00004112109,0.00001197097],"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":[0.00003118238,0.00007756472,0.0008684803,0.00007550875,0.00002002526,0.00008789972,0.00008469888,0.9192621,0.03841985,0.01020529,0.0004132081,0.03045426],"study_design_scores_gemma":[0.000002393683,0.000005626279,0.00003820109,0.000001335907,9.497851e-7,0.000006933615,0.000003115946,0.9976693,0.001497776,0.0003364605,0.0004357392,0.000002153958],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01878807,0.00002883777,0.9798099,0.00003193414,0.0000131214,0.00003501911,0.00004441793,0.0002629529,0.0009858003],"genre_scores_gemma":[0.3690754,0.00009376313,0.6274821,0.00004119356,0.00001202218,0.0001959671,0.0001532684,0.0001029739,0.002843283],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002932218,"threshold_uncertainty_score":0.006273746,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1804395639","doi":"10.1139/t10-006","title":"Large-scale geomechanical model testing of an underground cavern group in a true three-dimensional (3-D) stress state","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":107,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Extensometer; Overburden; Geotechnical engineering; Rock mass classification; Geology; Displacement (psychology); Deformation (meteorology); Structural engineering; Scale model; Geomechanics; Stress (linguistics); Engineering","authors":[{"name":"Wen Zhu","is_ca":false},{"name":"Qianbing Zhang","is_ca":false},{"name":"Hong‐Hu Zhu","is_ca":false},{"name":"Yong Li","is_ca":false},{"name":"Jian‐Hua Yin","is_ca":false},{"name":"Shucai Li","is_ca":false},{"name":"Lin Sun","is_ca":false},{"name":"L. Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008427173302431026,"gpt":0.1970687674866309,"spread":0.1886415941841998,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004292621,0.0003417499,0.0002262921,0.0003508969,0.0004474112,0.0002410723,0.0006811629,0.0004647558,0.0006777285],"category_scores_gemma":[0.0005842934,0.0002034188,0.0002548547,0.0002880341,0.0008523096,0.0002781779,0.0006100612,0.0002093407,0.00009145361],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004943862,"about_ca_system_score_gemma":0.0007348071,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008979282,"about_ca_topic_score_gemma":0.03330049,"domain_scores_codex":[0.9997627,0.00001873215,0.00001044354,0.00003601658,0.0001344291,0.00003764465],"domain_scores_gemma":[0.9996142,0.0001057412,0.00004960336,0.00008794598,0.00007132244,0.00007108186],"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":[0.0006680453,0.0002394367,0.0373895,0.000139445,0.00003199594,0.001508832,0.00108187,0.116241,0.8236184,0.0008124603,0.0003292394,0.01793981],"study_design_scores_gemma":[0.0001518058,0.005419558,0.1797105,0.0000440236,0.00007633215,0.001551507,0.001536876,0.3123547,0.4954676,0.0006982849,0.002809724,0.000178962],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982163,0.000007014729,0.001340318,0.000007327184,0.000001747433,0.000009008758,0.00004430335,0.00002365185,0.0003502533],"genre_scores_gemma":[0.9979512,0.000008401678,0.00172995,0.000003151946,4.573028e-7,0.000009303962,0.0000485395,0.000003200959,0.0002458102],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008979282,"threshold_uncertainty_score":0.01785403,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2056020013","doi":"10.1016/j.cemconres.2007.02.021","title":"Shear strength components of concrete under direct shearing","year":2007,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":107,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Direct shear test; Shearing (physics); Materials science; Shear (geology); Composite material; Triaxial shear test; Geotechnical engineering; Interlock; Shear stress; Structural engineering; Geology; Engineering","authors":[{"name":"R.C.K. Wong","is_ca":true},{"name":"S.K.Y. Ma","is_ca":true},{"name":"R.H.C. Wong","is_ca":true},{"name":"K.T. Chau","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03977429097733363,"gpt":0.2935029455885652,"spread":0.2537286546112315,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002049776,0.0003263655,0.0002991839,0.0009120252,0.0002416695,0.0004863692,0.0002542684,0.000263461,0.003928734],"category_scores_gemma":[0.000748019,0.0003522895,0.0001900631,0.0006199205,0.0007481488,0.0003450933,0.0003658365,0.0003733198,0.0004610364],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004340631,"about_ca_system_score_gemma":0.0003692037,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003567025,"about_ca_topic_score_gemma":0.003909543,"domain_scores_codex":[0.999845,0.00001046242,0.000005095399,0.00003313855,0.00007056342,0.00003566165],"domain_scores_gemma":[0.9994488,0.000207574,0.00006944939,0.00003105498,0.0001661059,0.00007703625],"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":[0.003238594,0.0001546945,0.03220925,0.000127289,0.00006742164,0.0008646016,0.0005475224,0.0259558,0.9085873,0.006401498,0.0003324938,0.02151353],"study_design_scores_gemma":[0.00008242795,0.0007365953,0.4959344,0.00003945014,0.0001625509,0.0008631857,0.0007839155,0.09687953,0.4000332,0.002910672,0.001462743,0.0001113356],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9953595,0.00008799283,0.001251135,0.00001170421,0.000004189903,0.000006789415,0.00009597441,0.00002357292,0.003159245],"genre_scores_gemma":[0.9986098,0.00004489601,0.0001031762,0.000003624733,0.000002764498,0.000001868167,0.00006236916,0.000005591985,0.001165871],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003928734,"threshold_uncertainty_score":0.01314288,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2156203216","doi":"10.1139/cgj-2012-0350","title":"Uplift behaviour of helical anchors in clay","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Embedment; Centrifuge; Geotechnical engineering; Geology; Finite element method; Deformation (meteorology); Structural engineering; Engineering","authors":[{"name":"Dong Wang","is_ca":false},{"name":"R. S. Merifield","is_ca":false},{"name":"Christophe Gaudin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005721269983896425,"gpt":0.1901109997310565,"spread":0.18438972974716,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002556966,0.0002451976,0.0001842768,0.0006693013,0.0002695642,0.0004636618,0.0003232032,0.0004047656,0.0008208851],"category_scores_gemma":[0.0009514268,0.000219815,0.0001752596,0.0002355748,0.0006524016,0.0003352156,0.0003861764,0.0001808445,0.0002092892],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003060945,"about_ca_system_score_gemma":0.0002024006,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002258153,"about_ca_topic_score_gemma":0.003565166,"domain_scores_codex":[0.9998437,0.00001707743,0.00001062129,0.00002983312,0.00005796625,0.00004077735],"domain_scores_gemma":[0.9995524,0.00009784129,0.0001651958,0.00005160369,0.00009168698,0.00004134509],"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":[0.0007061299,0.0001303407,0.05176087,0.000171797,0.00003719753,0.002510362,0.0008377379,0.2504685,0.6623866,0.002157839,0.0002570277,0.02857571],"study_design_scores_gemma":[0.00004554992,0.001386015,0.09644269,0.00007720797,0.00005949902,0.001051692,0.001290246,0.4928378,0.4037668,0.001128787,0.001833189,0.0000805348],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9968713,0.00004038558,0.002507543,0.000007195091,0.000002896398,0.000004196332,0.00003035175,0.00002594286,0.0005102608],"genre_scores_gemma":[0.9993477,0.00002140491,0.0003726837,0.000001334637,3.327204e-7,0.00000113402,0.00001521371,0.000001811185,0.0002382439],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002258153,"threshold_uncertainty_score":0.004490077,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2016264547","doi":"10.1139/cgj-2014-0150","title":"Influence of sand density and retaining wall stiffness on three-dimensional responses of tunnel to basement excavation","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Stiffness; Excavation; Centrifuge; Geology; Transverse plane; Ultimate tensile strength; Basement; Structural engineering; Engineering; Materials science; Composite material","authors":[{"name":"C.W.W. Ng","is_ca":false},{"name":"Jiangwei Shi","is_ca":false},{"name":"David Maš́ın","is_ca":false},{"name":"Huasheng Sun","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01607912875548359,"gpt":0.2160878414510792,"spread":0.2000087126955956,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003898366,0.0003079415,0.0002692886,0.0003387055,0.0002339934,0.0004085547,0.000202073,0.0004470358,0.0008652589],"category_scores_gemma":[0.001254054,0.0002544612,0.0003662053,0.0001712517,0.0004780664,0.0002603385,0.0004016763,0.0002548054,0.0001092325],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001438044,"about_ca_system_score_gemma":0.0002361457,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001229203,"about_ca_topic_score_gemma":0.001498131,"domain_scores_codex":[0.9998326,0.00003183847,0.00001231596,0.00002290948,0.00005157329,0.00004869101],"domain_scores_gemma":[0.9993539,0.0003540438,0.00008258082,0.0000531617,0.00009069122,0.00006564293],"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":[0.001041016,0.0002632714,0.03225712,0.000186858,0.00005295653,0.001651774,0.0007514154,0.391893,0.5515833,0.0004688964,0.0002277638,0.01962266],"study_design_scores_gemma":[0.00006678877,0.0009089021,0.1076323,0.00003369714,0.00005002476,0.000481647,0.001360348,0.7432318,0.1452057,0.0003141855,0.0005757851,0.0001387907],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980556,0.00001512678,0.001594648,0.000008531346,0.000003965761,0.000003420575,0.0000136101,0.00002356277,0.000281661],"genre_scores_gemma":[0.999467,0.00001647173,0.0003420604,0.000003140369,4.835978e-7,0.000002529733,0.00001249033,0.00000297118,0.0001528814],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001229203,"threshold_uncertainty_score":0.00289458,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2049753948","doi":"10.1680/geot.2008.58.4.249","title":"Spatial variation of void ratio and shear band thickness in sand using X-ray computed tomography","year":2008,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Marshall Space Flight Center","keywords":"Void ratio; Shearing (physics); Materials science; Void (composites); Shear (geology); Shear band; Tomography; Composite material; Shear stress; Principal stress; Computed tomography; Geotechnical engineering; Optics; Geology; Physics","authors":[{"name":"Khalid A. Alshibli","is_ca":false},{"name":"Alsidqi Hasan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007909839054984831,"gpt":0.1952685374294658,"spread":0.187358698374481,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001659978,0.0001859961,0.0001577162,0.0009812402,0.0001426159,0.0003367004,0.0002045627,0.0001583811,0.0004765288],"category_scores_gemma":[0.0005839418,0.0002148785,0.00009414176,0.0004689242,0.0003714866,0.000251074,0.0001917865,0.0001183056,0.00007385518],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002237182,"about_ca_system_score_gemma":0.0001638401,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005200588,"about_ca_topic_score_gemma":0.009592861,"domain_scores_codex":[0.9998474,0.00001445282,0.00001290748,0.00003640202,0.00007126986,0.00001758423],"domain_scores_gemma":[0.999604,0.0001042392,0.0001465115,0.00002414996,0.0001002029,0.00002080719],"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":[0.0002495274,0.00002295887,0.09865376,0.00009487428,0.00003245907,0.0004183477,0.0003886484,0.003080249,0.8840719,0.00009758941,0.00004397541,0.01284573],"study_design_scores_gemma":[0.000005460432,0.0001253481,0.6979716,0.00001497185,0.00004491169,0.001114536,0.0004628269,0.01334164,0.2862856,0.00007793924,0.000520398,0.00003466226],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9962375,0.0001076235,0.003333765,0.000005328714,8.236043e-7,0.00000440658,0.00008319525,0.00003672454,0.0001906148],"genre_scores_gemma":[0.9976422,0.00005821426,0.002037097,0.000003272272,7.703557e-7,0.000003133138,0.00006753203,0.000007268532,0.000180562],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005200588,"threshold_uncertainty_score":0.01034063,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1988611574","doi":"10.1139/t02-109","title":"Interaction mechanism between deep mixing column and surrounding clay during installation","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Shearing (physics); Pore water pressure; Geotechnical engineering; Geology; Ultimate tensile strength; Mixing (physics); Shear (geology); Materials science; Composite material; Petrology","authors":[{"name":"Shui‐Long Shen","is_ca":false},{"name":"Norihiko Miura","is_ca":false},{"name":"H. Koga","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008467341415324544,"gpt":0.2001159940044419,"spread":0.1916486525891173,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001817528,0.0002594391,0.0001940031,0.000341134,0.0002185161,0.0002424521,0.0002891068,0.0002752502,0.0008805169],"category_scores_gemma":[0.0003228459,0.0001848864,0.0002042614,0.0001452758,0.0003109376,0.0002589915,0.0002725859,0.0002477203,0.00008409301],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002405027,"about_ca_system_score_gemma":0.0001779836,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001592534,"about_ca_topic_score_gemma":0.002529549,"domain_scores_codex":[0.9998583,0.00001069302,0.00000803575,0.00003100451,0.00005841472,0.00003364715],"domain_scores_gemma":[0.9997342,0.00008771646,0.00008972564,0.00001866398,0.00003644343,0.00003312733],"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":[0.0002684285,0.00003788845,0.02802213,0.0001135289,0.00001695755,0.0008049649,0.000201493,0.004152581,0.9592598,0.0001095756,0.00005193189,0.006960882],"study_design_scores_gemma":[0.00003829646,0.0008910663,0.2195822,0.00001709647,0.00004983808,0.000953417,0.0005241459,0.03849876,0.7384942,0.0001298577,0.0007845564,0.00003650703],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982736,0.0000341559,0.001397297,0.000006003096,0.000001875925,0.00001088291,0.0000345455,0.00003327402,0.0002082458],"genre_scores_gemma":[0.9993586,0.00001483982,0.00046594,0.000001973814,8.278708e-7,0.000003692589,0.00001720909,0.000002162327,0.0001347562],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001592534,"threshold_uncertainty_score":0.003166497,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2163693425","doi":"10.1139/t99-104","title":"The design of a laboratory facility for evaluating the structural response of small-diameter buried pipes","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":102,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Deflection (physics); Stiffness; Geology; Vertical deflection; Surface finish; Hydraulic roughness; Structural engineering; Engineering; Materials science; Composite material","authors":[{"name":"R.W.I. Brachman","is_ca":false},{"name":"Ian D. Moore","is_ca":false},{"name":"R. Kerry Rowe","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02219442265376971,"gpt":0.2418982988739925,"spread":0.2197038762202228,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001442187,0.0006840925,0.0005766521,0.0004578369,0.0005881767,0.0004424877,0.001904559,0.0008156255,0.001785577],"category_scores_gemma":[0.001644016,0.0004733934,0.0003635001,0.0001771369,0.0007668527,0.0007092722,0.0007647812,0.000631128,0.0004704005],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008000611,"about_ca_system_score_gemma":0.001433711,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001806588,"about_ca_topic_score_gemma":0.001845183,"domain_scores_codex":[0.999103,0.0001746179,0.00003681275,0.0001447462,0.0003937722,0.0001471933],"domain_scores_gemma":[0.9979499,0.0004736696,0.0003167451,0.0003648443,0.0005937703,0.0003009982],"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":[0.001422043,0.001107514,0.01167125,0.0003462246,0.00003538741,0.000378531,0.0002054891,0.03990412,0.9116753,0.0007095588,0.0006591153,0.03188542],"study_design_scores_gemma":[0.001096458,0.02226485,0.02848272,0.00007702989,0.0001416391,0.0007770769,0.000357382,0.1613716,0.7758514,0.0005900417,0.008787716,0.0002021827],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7822158,0.00007200392,0.2124074,0.0001320054,0.00004604262,0.001377457,0.000441049,0.001801066,0.001507079],"genre_scores_gemma":[0.8958631,0.00006740945,0.1003267,0.00005250374,0.00001232078,0.001857743,0.0003128059,0.00006035702,0.001447088],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001904559,"threshold_uncertainty_score":0.00762713,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2077564736","doi":"10.1002/suco.201200066","title":"Background to the <i>fib</i> Model Code 2010 shear provisions – part I: beams and slabs","year":2013,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Structural engineering; Slab; Girder; Shear (geology); Deck; Engineering; Code (set theory); Prestressed concrete; Computer science; Geology; Programming language","authors":[{"name":"Viktor Sigrist","is_ca":false},{"name":"Evan C. Bentz","is_ca":true},{"name":"Miguel Fernández Ruiz","is_ca":false},{"name":"Stephen J. Foster","is_ca":false},{"name":"Aurelio Muttoni","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01170093801252815,"gpt":0.2128465204207054,"spread":0.2011455824081773,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001720448,0.00100149,0.0004993132,0.00239368,0.0008835787,0.001781358,0.002900571,0.002357552,0.02074748],"category_scores_gemma":[0.004803605,0.001263017,0.0009611675,0.00210962,0.00137685,0.001580338,0.001236837,0.001909623,0.009742703],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003318918,"about_ca_system_score_gemma":0.004161373,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03988813,"about_ca_topic_score_gemma":0.02873424,"domain_scores_codex":[0.9983544,0.0002702589,0.0001146367,0.0001517681,0.001021243,0.00008772506],"domain_scores_gemma":[0.9975917,0.0004978747,0.0001461673,0.0005861007,0.001124922,0.00005328755],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001031701,0.0001905007,0.003509177,0.0005757792,0.0000296867,0.0002770942,0.0005171479,0.2927026,0.01285529,0.4397306,0.0845025,0.1650066],"study_design_scores_gemma":[0.00004843293,0.0001241793,0.002674749,0.0008295599,0.00001724206,0.0003782026,0.0001445635,0.2332578,0.009675421,0.0540073,0.6987185,0.0001239913],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01199071,0.0009932525,0.8323841,0.00144,0.0002964363,0.0005512076,0.009743125,0.006102921,0.1364982],"genre_scores_gemma":[0.1292829,0.002859584,0.7844711,0.001061976,0.0002756917,0.001873928,0.01682888,0.003679104,0.05966685],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.03988813,"threshold_uncertainty_score":0.07931197,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2999169635","doi":"10.1139/cgj-2019-0350","title":"Laboratory study on subgrade fluidization under undrained cyclic triaxial loading","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"Université Laval","funders":"University of Wollongong; Advanced Remanufacturing and Technology Centre; Australian Government","keywords":"Subgrade; Geotechnical engineering; Ballast; Fluidization; Compaction; Cyclic stress; Water content; Geology; Overburden pressure; Materials science; Engineering; Composite material; Fluidized bed; Waste management","authors":[{"name":"Buddhima Indraratna","is_ca":false},{"name":"Mandeep Singh","is_ca":false},{"name":"Thanh Trung Nguyen","is_ca":false},{"name":"Serge Leroueil","is_ca":true},{"name":"Aruni Abeywickrama","is_ca":false},{"name":"Richard Kelly","is_ca":false},{"name":"Tim Neville","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01417584373516237,"gpt":0.2112628466392786,"spread":0.1970870029041162,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004053641,0.0003736823,0.0002245668,0.0003012507,0.0003214476,0.0002259035,0.0004064388,0.0003251273,0.0007458193],"category_scores_gemma":[0.0008024953,0.0001339116,0.0002044196,0.0002479366,0.0006630174,0.0002971624,0.0003151826,0.0003324584,0.0001499363],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001949443,"about_ca_system_score_gemma":0.000273586,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001190293,"about_ca_topic_score_gemma":0.001571656,"domain_scores_codex":[0.9996158,0.00007167802,0.00003153961,0.00008709278,0.00012909,0.00006472111],"domain_scores_gemma":[0.9991872,0.0001912435,0.0002127506,0.0001083201,0.0002023324,0.00009819451],"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":[0.0002149732,0.0002334068,0.002520414,0.00004481983,0.000006233514,0.0001249041,0.0002209689,0.00100321,0.9933888,0.00004958544,0.00002759761,0.002165175],"study_design_scores_gemma":[0.00002486344,0.00684323,0.01680046,0.000008783582,0.00002589808,0.0001630316,0.0003838819,0.004021396,0.9710649,0.00005385864,0.0005850703,0.00002463793],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9984005,0.00002581106,0.001302276,0.000005347852,0.000003651251,0.00001814204,0.00004240527,0.00001359097,0.0001882721],"genre_scores_gemma":[0.9982232,0.00005149253,0.001306768,0.000007541837,0.000003326667,0.00002400664,0.00007145949,0.000003706356,0.0003084979],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001190293,"threshold_uncertainty_score":0.00249505,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}