{"meta":{"query_hash":"4d5529dce6b6","filters":{"venue":"Chinese journal of rock mechanics and engineering"},"cohort_total":14,"direct_labels_cover":0,"predictions_cover":14,"exported":14,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/4d5529dce6b6","api":"https://metacan.xera.ac/api/v1/cohort?venue=Chinese+journal+of+rock+mechanics+and+engineering"},"results":[{"id":"W2261855311","doi":"","title":"Research on consolidation wave in grouted rock bolt structure system","year":2009,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Anchoring; Consolidation (business); Geotechnical engineering; Geology; Computer simulation; Elastic modulus; Compressive strength; Mechanics; Structural engineering; Materials science; Engineering; Composite material; Physics","score_opus":0.012742469739899828,"score_gpt":0.23460540645634656,"score_spread":0.22186293671644675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2261855311","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8376881,0.0010337151,0.15993889,0.000039225135,0.0009669198,0.00012794626,0.0000069807643,0.000116472365,0.00008176738],"genre_scores_gemma":[0.99885267,0.0001794489,0.00068951637,0.000008473278,0.00021843491,0.0000017869522,0.000003191367,0.000041311392,0.0000051600714],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987095,0.000016118101,0.0004442918,0.00014112287,0.00032604908,0.00036290995],"domain_scores_gemma":[0.99943894,0.000074737014,0.000057461526,0.00015442786,0.00012185277,0.00015258322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004722456,0.00024423585,0.00037523554,0.0007928904,0.000049636175,0.00006240243,0.00014543544,0.00015401741,0.0000040843956],"category_scores_gemma":[0.00007468543,0.00020665459,0.00006101014,0.00053249235,6.225091e-7,0.00016252622,0.00002676369,0.0007717318,0.0000016887542],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012782973,0.000010220911,0.000004615482,0.00013081632,0.000024217756,0.00006255801,0.00020074923,0.9652823,0.027970748,0.0055859843,0.0000478761,0.000667102],"study_design_scores_gemma":[0.00054170005,0.00018923897,0.0003387925,0.0005411342,0.000008956192,0.00025754448,0.00017864098,0.9955779,0.0013661413,0.0006302185,0.0001658198,0.00020393467],"about_ca_topic_score_codex":0.0000013052061,"about_ca_topic_score_gemma":0.0000013743232,"teacher_disagreement_score":0.16116458,"about_ca_system_score_codex":0.00016823658,"about_ca_system_score_gemma":0.00001648284,"threshold_uncertainty_score":0.84271294},"labels":[],"label_agreement":null},{"id":"W2274134147","doi":"","title":"Design of Fuel Tank Foundations on Soft Clay Deposit","year":2007,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Rogers Communications (Canada)","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Foundation (evidence); Settlement (finance); Engineering; Frost heaving; Bearing capacity; Environmental science","score_opus":0.008171981632910963,"score_gpt":0.20643974006045698,"score_spread":0.19826775842754601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2274134147","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08504025,0.00080122484,0.91356254,0.000009083597,0.0004194653,0.000058720303,0.0000010494772,0.000073001174,0.000034652538],"genre_scores_gemma":[0.99485654,0.0003350058,0.004663888,0.0000054341353,0.0000964351,0.0000011097429,0.0000011314904,0.000036723246,0.0000037438733],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909985,0.0000054708435,0.00044592042,0.000075201715,0.0001879346,0.00018564402],"domain_scores_gemma":[0.99944013,0.00016175177,0.00007257329,0.00011234667,0.000093331655,0.000119854725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041951964,0.00017290446,0.00026302793,0.00024623272,0.000029672454,0.000017987495,0.00011145173,0.00010508524,0.000004012896],"category_scores_gemma":[0.00017186113,0.00014461031,0.000070610375,0.00027420913,0.0000017474159,0.000109174136,0.000017099825,0.00026229295,9.270534e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011300659,0.000015924523,0.000012506433,0.00012521689,0.00003772534,0.0000060658067,0.00011355875,0.96159494,0.03651994,0.0006355769,0.000009753723,0.0009175182],"study_design_scores_gemma":[0.00027970405,0.00014479902,0.0002946969,0.00014159574,0.000023415398,0.00006668688,0.00001350122,0.9961481,0.001984039,0.0006436554,0.00011387025,0.00014595584],"about_ca_topic_score_codex":0.0000010587638,"about_ca_topic_score_gemma":5.762263e-7,"teacher_disagreement_score":0.90981627,"about_ca_system_score_codex":0.00005432867,"about_ca_system_score_gemma":0.000009696163,"threshold_uncertainty_score":0.58970374},"labels":[],"label_agreement":null},{"id":"W2347333221","doi":"","title":"NUMERICAL ANALYSIS OF PERFORMANCE OF GEOGRIDS-REINFORCED RETAINING WALLS BY NONLINEAR FEM","year":2005,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Retaining wall; Finite element method; Stiffness; Rigidity (electromagnetism); Structural engineering; Deformation (meteorology); Geogrid; Numerical analysis; Geotechnical engineering; Materials science; Nonlinear system; Engineering; Composite material; Reinforcement; Mathematics","score_opus":0.0033373035836464756,"score_gpt":0.1837152535677778,"score_spread":0.1803779499841313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2347333221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68205225,0.00085338415,0.3169145,0.000009958987,0.00008516177,0.000028721612,0.0000056498893,0.00003757388,0.00001279016],"genre_scores_gemma":[0.9970173,0.0007554255,0.002120689,0.0000034137954,0.000062090425,0.0000010094236,0.000006690696,0.000027753958,0.000005607855],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99881077,0.000005160674,0.0006786571,0.00008439728,0.00023615113,0.00018488683],"domain_scores_gemma":[0.99941826,0.000063141495,0.00014578538,0.00013540284,0.00012277662,0.00011461586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026566925,0.00019006807,0.00057945366,0.00036114495,0.00002097549,0.000010317971,0.00014754849,0.00010727407,0.000009517288],"category_scores_gemma":[0.00010468346,0.00015930549,0.00017486674,0.00073539943,0.0000025985441,0.0001676079,0.000026220187,0.00025660652,3.079654e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009814344,0.000010151885,0.00014151308,0.00015359322,0.00028569362,6.2534855e-7,0.00012905378,0.979242,0.018701436,0.0000704184,0.0000057586517,0.0012499216],"study_design_scores_gemma":[0.00026308812,0.00010829943,0.0002705666,0.00009232374,0.00017198258,0.00001175895,0.000011917852,0.99508977,0.0035563551,0.000003290745,0.00027488984,0.00014578433],"about_ca_topic_score_codex":0.0000019748366,"about_ca_topic_score_gemma":2.5485917e-7,"teacher_disagreement_score":0.31496504,"about_ca_system_score_codex":0.00003661727,"about_ca_system_score_gemma":0.000009949263,"threshold_uncertainty_score":0.64962894},"labels":[],"label_agreement":null},{"id":"W2347613781","doi":"","title":"NUMERICAL MODELLING METHODS AND APPLICATION IN JOINTED ROCK MASS,PART 2:APPLICATION FOR ENGINEERING PRACTICE","year":2005,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rock mass classification; Numerical analysis; Computer simulation; Numerical models; Geomechanics; Geotechnical engineering; Numerical modeling; Realization (probability); Geology; Civil engineering; Rock mechanics; Engineering; Computer science; Mathematics; Geophysics; Simulation","score_opus":0.0070682737956220005,"score_gpt":0.24782878546896242,"score_spread":0.24076051167334042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2347613781","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0032021394,0.0025041434,0.99343985,0.00023142855,0.00021672675,0.00025883573,0.0000026348523,0.00013771238,0.0000065281233],"genre_scores_gemma":[0.7663782,0.000704311,0.23248519,0.000025414542,0.0002923847,0.000044904304,0.0000027732963,0.000064194115,0.0000025941238],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99853027,0.000012596649,0.0007202817,0.00022431301,0.00016728853,0.00034525822],"domain_scores_gemma":[0.9990323,0.00038377626,0.00011874682,0.00016175541,0.00011674346,0.00018666375],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007742994,0.0003150825,0.0004890995,0.00028693682,0.000041024992,0.000041336625,0.0001528843,0.00018748094,0.000001694114],"category_scores_gemma":[0.00042024246,0.00028972453,0.000100060206,0.00037425666,0.0000011447308,0.0004152221,0.00003945549,0.00053450675,0.0000012732601],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001780619,0.000019033461,0.0000017872038,0.00018575492,0.000039315008,0.0000015390025,0.00005603094,0.9642492,0.024693156,0.0012797124,0.000007080037,0.009449604],"study_design_scores_gemma":[0.0004548976,0.00006447221,0.0000036701672,0.00013981841,0.000038768678,0.000112908485,0.000017297332,0.9809606,0.0012142225,0.0008097997,0.015893022,0.00029051557],"about_ca_topic_score_codex":0.000002989688,"about_ca_topic_score_gemma":6.195886e-7,"teacher_disagreement_score":0.7631761,"about_ca_system_score_codex":0.00009736093,"about_ca_system_score_gemma":0.000010829627,"threshold_uncertainty_score":0.9999555},"labels":[],"label_agreement":null},{"id":"W2355892650","doi":"","title":"STUDY OF MECHANICAL BEHAVIOR OF DEEP-BURIED MARBLE AT JINPING II HYDROPOWER STATION","year":2010,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Brittleness; Geology; Rock mechanics; Compression (physics); Overburden pressure; Excavation; Hydropower; Friction angle; Mining engineering; Engineering; Materials science; Composite material","score_opus":0.005096573010361427,"score_gpt":0.20912094094323996,"score_spread":0.20402436793287854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2355892650","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9017574,0.00024371338,0.09659387,0.0000040233303,0.0011945915,0.0001461114,0.0000052743053,0.000043632528,0.000011373592],"genre_scores_gemma":[0.9968192,0.00006837603,0.0029203591,0.0000015938915,0.00010804835,0.000006817404,0.0000021865983,0.00006693901,0.000006504385],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99855345,0.0000076764445,0.0007390481,0.0001359141,0.0003186978,0.00024517893],"domain_scores_gemma":[0.99920577,0.00005897748,0.00020707955,0.00021708895,0.00015796204,0.00015311559],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003904902,0.00026851834,0.00054441876,0.0003442602,0.000056833127,0.000013978314,0.0002039141,0.00014435007,0.000024073812],"category_scores_gemma":[0.00010429152,0.0002364237,0.00011362017,0.00026033644,0.0000020374696,0.00016470812,0.00014144869,0.0004802731,4.1258713e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016979333,0.0001270117,0.00010258243,0.00015014538,0.000115532785,0.000021303213,0.0010336676,0.41952798,0.5779284,0.00048094027,0.000008275957,0.00048712819],"study_design_scores_gemma":[0.0014180838,0.0007027111,0.00047240584,0.00012475131,0.0001583067,0.0002145652,0.0003465992,0.97107166,0.02481464,0.00021193229,0.000121074445,0.00034327907],"about_ca_topic_score_codex":0.000004547859,"about_ca_topic_score_gemma":0.000016032154,"teacher_disagreement_score":0.5531138,"about_ca_system_score_codex":0.000036631514,"about_ca_system_score_gemma":0.000012722222,"threshold_uncertainty_score":0.9641079},"labels":[],"label_agreement":null},{"id":"W2358828427","doi":"","title":"SEISMIC MULTI-FRACTAL CHARACTERISTICS IN MINES AND SEISMICITY PREDICTION","year":2010,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geoscience and Mining Technology","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Induced seismicity; Fractal; Geology; Seismology; Fractal dimension; Fractal analysis; Shock (circulatory); Mathematics","score_opus":0.004266609004737379,"score_gpt":0.18789812624930302,"score_spread":0.18363151724456564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2358828427","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8881146,0.00018383056,0.11071548,0.0000392967,0.00086010556,0.000031972788,0.0000044478156,0.00004836814,0.0000018992539],"genre_scores_gemma":[0.996791,0.0003856471,0.002688325,0.000010178005,0.00010225343,0.0000013055103,9.2937773e-7,0.000016381924,0.000003957299],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994302,0.0000024186265,0.0002607511,0.00007994082,0.00006991336,0.00015682093],"domain_scores_gemma":[0.99974656,0.000023879444,0.000051068488,0.0000710224,0.00003301874,0.000074429874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018211847,0.00013225204,0.00021577644,0.00024800532,0.000026157224,0.000022654265,0.00008876294,0.00011924065,0.0000013374136],"category_scores_gemma":[0.00012719526,0.000110870315,0.000024275254,0.00013698392,0.000003508232,0.00017496143,0.00003855715,0.00040475978,3.2686512e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024929146,0.00010480804,0.051137738,0.00043065278,0.000082286046,0.00014035987,0.0016307541,0.28446388,0.6403072,0.00043232035,0.000096567834,0.021148536],"study_design_scores_gemma":[0.00031678268,0.000041696137,0.01751616,0.000051165534,0.000008127285,0.0005297895,0.000029688952,0.98045933,0.00041508584,0.00014829786,0.00038460715,0.000099278455],"about_ca_topic_score_codex":0.0000033752706,"about_ca_topic_score_gemma":0.000006006763,"teacher_disagreement_score":0.69599545,"about_ca_system_score_codex":0.000011634134,"about_ca_system_score_gemma":0.000008070177,"threshold_uncertainty_score":0.452116},"labels":[],"label_agreement":null},{"id":"W2359915761","doi":"","title":"INFLUENCE OF DILATION ON ROCK MASS DISPLACEMENT AROUND UNDERGROUND EXCAVATIONS—A CASE STUDY OF DONKIN-MORIEN TUNNEL IN CANADA","year":2010,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dilation (metric space); Rock mass classification; Geotechnical engineering; Geology; Excavation; Extensometer; Overburden pressure; Rock mechanics; Shear (geology); Mechanics; Geometry; Structural engineering; Engineering; Physics; Mathematics; Petrology","score_opus":0.004671404298087112,"score_gpt":0.1907619866059782,"score_spread":0.1860905823078911,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2359915761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95298725,0.00008818348,0.046240725,0.000005200394,0.00053570454,0.00012279337,0.0000048702886,0.000011390931,0.0000038508874],"genre_scores_gemma":[0.9995241,0.000048693993,0.00033542645,0.0000022629931,0.00005009039,0.0000047294598,9.355921e-7,0.000032011016,0.0000017524864],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988153,0.000006562173,0.0006147922,0.000107679196,0.00027119106,0.00018446862],"domain_scores_gemma":[0.9993698,0.00011379327,0.00015853642,0.00016656134,0.000107473505,0.0000838385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023800042,0.00020914739,0.0003593907,0.00030984834,0.000028691336,0.000014713374,0.00012631256,0.00005822856,0.000002226578],"category_scores_gemma":[0.00010003527,0.00018670225,0.000036907255,0.0003101847,6.985292e-7,0.00016383438,0.000032440526,0.00039040507,9.040756e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008722551,0.000037475376,0.0012497868,0.00012746878,0.000051671617,0.0001044092,0.00045773087,0.95914286,0.038405176,0.00034279423,0.0000021085023,0.000069796646],"study_design_scores_gemma":[0.00072469556,0.0001893641,0.0027362127,0.00019013794,0.000028921228,0.00027950347,0.0011264846,0.9935552,0.0007589824,0.00019865108,0.000014057005,0.0001977994],"about_ca_topic_score_codex":0.0075625093,"about_ca_topic_score_gemma":0.03513715,"teacher_disagreement_score":0.04653682,"about_ca_system_score_codex":0.0001322898,"about_ca_system_score_gemma":0.000074670796,"threshold_uncertainty_score":0.9990462},"labels":[],"label_agreement":null},{"id":"W2362670586","doi":"","title":"PARAMETER IDENTIFICATION OF CONSTITUTIVE MODEL FOR HARD ROCK UNDER HIGH IN-SITU STRESS CONDITION USING PARTICLE SWARM OPTIMIZATION ALGORITHM","year":2005,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Particle swarm optimization; Brittleness; Constitutive equation; Cohesion (chemistry); Algorithm; Computation; Rock mechanics; Geotechnical engineering; Computer science; Mathematical optimization; Mathematics; Engineering; Structural engineering; Materials science; Finite element method","score_opus":0.015078793959603543,"score_gpt":0.2353434701367541,"score_spread":0.22026467617715056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2362670586","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35617393,0.0003275489,0.6431748,0.000009522525,0.00019305371,0.0000913772,0.000015376889,0.000013810097,5.4456746e-7],"genre_scores_gemma":[0.93666464,0.00029145862,0.06290065,0.000007283573,0.000090193615,0.0000054741254,0.000008142678,0.00002980626,0.000002345778],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989798,0.0000061851997,0.0005874245,0.00011086708,0.00013895294,0.0001767421],"domain_scores_gemma":[0.9994672,0.00004429158,0.00016121828,0.00008681754,0.00016683408,0.00007361895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021357008,0.00016352767,0.00028688376,0.00018089049,0.000044022487,0.000031606498,0.00007890146,0.00008837087,0.0000011664644],"category_scores_gemma":[0.000043806813,0.0001547017,0.000071148716,0.00013291516,0.0000011858027,0.00038972357,0.000021141082,0.0001394909,1.5141961e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009482677,0.000021836571,0.00000239117,0.00007190303,0.00004100852,6.870872e-7,0.0001858778,0.9082926,0.08990456,0.0010293565,0.0000014031183,0.00043887168],"study_design_scores_gemma":[0.00067305256,0.000027656846,0.000006721911,0.0001414132,0.000047147696,0.000018175237,0.000054561508,0.9571886,0.040209863,0.0014855491,0.0000014472087,0.00014580152],"about_ca_topic_score_codex":0.0000013744825,"about_ca_topic_score_gemma":0.0000022201696,"teacher_disagreement_score":0.5804907,"about_ca_system_score_codex":0.00009123776,"about_ca_system_score_gemma":0.000023183697,"threshold_uncertainty_score":0.6308552},"labels":[],"label_agreement":null},{"id":"W2365049395","doi":"","title":"A ROCK DILATION ANGLE MODEL AND ITS VERIFICATION","year":2010,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Dilation (metric space); Geotechnical engineering; Shearing (physics); Geology; Mohr–Coulomb theory; Shear (geology); Rock mechanics; Mechanics; Softening; Constitutive equation; Plasticity; Materials science; Geometry; Structural engineering; Mathematics; Composite material; Engineering; Finite element method; Physics; Petrology","score_opus":0.0059369742356000675,"score_gpt":0.18583526422646351,"score_spread":0.17989828999086344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2365049395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5927212,0.0008410054,0.40577126,0.000017003673,0.00053222297,0.00004181422,0.00000271956,0.00005904471,0.00001369904],"genre_scores_gemma":[0.9963597,0.0004925243,0.0029300642,0.000005389748,0.00015231059,0.00000301255,0.0000018428365,0.000044210155,0.0000109615885],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999339,0.000001995645,0.0002664928,0.0000969434,0.0001258604,0.00016970943],"domain_scores_gemma":[0.9996059,0.000023463801,0.00005683586,0.00009518434,0.00007726306,0.0001413635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018340466,0.00018207791,0.00021419008,0.00019367067,0.00004258956,0.000043502136,0.00008825243,0.00010522938,0.0000036010615],"category_scores_gemma":[0.000076073375,0.00016093164,0.000044231467,0.00013262518,4.1568268e-7,0.00024423416,0.000031355205,0.00036143197,0.0000010775689],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021938295,0.0000042804463,0.000006596038,0.00006695362,0.000018074366,0.0000020367074,0.00013953577,0.7342128,0.26286316,0.0022818963,0.000011845425,0.00039059215],"study_design_scores_gemma":[0.00024562355,0.000030037336,0.00011838941,0.000047900205,0.000019072597,0.00012992145,0.000012096284,0.9966998,0.0015619543,0.0007300267,0.0002391522,0.00016599931],"about_ca_topic_score_codex":2.890005e-7,"about_ca_topic_score_gemma":9.976807e-7,"teacher_disagreement_score":0.40363845,"about_ca_system_score_codex":0.000015698313,"about_ca_system_score_gemma":0.000009769711,"threshold_uncertainty_score":0.6562602},"labels":[],"label_agreement":null},{"id":"W2369206517","doi":"","title":"Three-dimensional finite element method for nonaqueous phase liquids contaminant transport in groundwater","year":2008,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alberta Innovates","funders":"","keywords":"Discretization; Finite element method; Correctness; Saturation (graph theory); Porous medium; Groundwater; Nonlinear system; Multiphase flow; Mixed finite element method; Extended finite element method; Applied mathematics; Groundwater flow; Phase (matter); Mechanics; Computer science; Geotechnical engineering; Mathematics; Porosity; Geology; Engineering; Mathematical analysis; Algorithm; Structural engineering; Aquifer; Chemistry; Physics","score_opus":0.017836863227272504,"score_gpt":0.28632814021570596,"score_spread":0.26849127698843345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2369206517","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1147185,0.00060525624,0.8840935,0.000027482341,0.000386577,0.00013304918,0.000006116701,0.000027918615,0.0000015912549],"genre_scores_gemma":[0.49068034,0.00008482819,0.5090722,0.000018643648,0.000095297626,0.000009934328,0.0000020536183,0.000034568224,0.0000021467113],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888927,0.00000852233,0.0005884081,0.00010759813,0.00019093521,0.0002152686],"domain_scores_gemma":[0.99910873,0.00053630344,0.000082919454,0.00007575175,0.00009135535,0.00010490973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038963248,0.00021448144,0.00043938172,0.00018572967,0.0000418749,0.0000060827574,0.00009995595,0.00006378088,0.0000051510624],"category_scores_gemma":[0.0001264402,0.00016862224,0.00010481086,0.00015519685,0.000002171012,0.00012863823,0.00001773202,0.0002360066,3.3358023e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048234535,0.00006439206,0.000022402319,0.0001460122,0.0000488532,0.000066144865,0.00017959047,0.9935252,0.0033453398,0.00049388566,0.000008648654,0.0020512922],"study_design_scores_gemma":[0.0013679217,0.00030131085,0.00006297773,0.00012540013,0.000020433201,0.0003958587,0.000006629329,0.9865136,0.00047987144,0.010232542,0.0003075129,0.00018591459],"about_ca_topic_score_codex":0.0000010067265,"about_ca_topic_score_gemma":0.0000016409829,"teacher_disagreement_score":0.37596184,"about_ca_system_score_codex":0.000065067616,"about_ca_system_score_gemma":0.000017221895,"threshold_uncertainty_score":0.68762153},"labels":[],"label_agreement":null},{"id":"W2369256994","doi":"","title":"DISCUSSION ON THREE CHARACTERISTIC FOCAL DEPTHS OF MINING-INDUCED SEISMICITY","year":2007,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Roof; Induced seismicity; Geology; Microseism; Hypocenter; Coal mining; Seismology; Upper and lower bounds; Geotechnical engineering; Mining engineering; Coal; Structural engineering; Engineering","score_opus":0.0072805891201454965,"score_gpt":0.20106405768907626,"score_spread":0.19378346856893075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2369256994","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5985703,0.00016662227,0.40032506,0.000013364808,0.00082031876,0.00004220296,0.0000027122076,0.000042099215,0.000017305068],"genre_scores_gemma":[0.99797875,0.00007546309,0.0016381012,0.000010304075,0.00022784341,0.000001102286,0.000001492366,0.00006229287,0.0000046338387],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99873817,0.0000038794797,0.0005719613,0.0001209014,0.00025249392,0.00031261196],"domain_scores_gemma":[0.99934155,0.00009314164,0.00013460722,0.00015544465,0.00007735712,0.00019789381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047677467,0.00028284933,0.0004595352,0.00035572608,0.000036314483,0.000020246413,0.00016871677,0.00013059078,0.0000056408485],"category_scores_gemma":[0.00012008318,0.00019383899,0.00012591855,0.00020058553,0.000001317022,0.00011808575,0.00004861885,0.00036333918,0.0000012165226],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006945626,0.00006042364,0.00021558983,0.00046302695,0.00018707443,0.00009143208,0.00068277254,0.63850534,0.3456412,0.0012298654,0.00004206273,0.012811727],"study_design_scores_gemma":[0.000628714,0.00037592073,0.0024949636,0.00050146657,0.000043358083,0.00018315447,0.000082015955,0.985506,0.009297017,0.0003028058,0.0002500895,0.00033451035],"about_ca_topic_score_codex":0.0000014861441,"about_ca_topic_score_gemma":0.000002485347,"teacher_disagreement_score":0.39940846,"about_ca_system_score_codex":0.000055283774,"about_ca_system_score_gemma":0.000013632788,"threshold_uncertainty_score":0.7904525},"labels":[],"label_agreement":null},{"id":"W2375652406","doi":"","title":"STUDY ON OPTIMUM EXCITATION WAVE IN GROUT QUALITY NONDESTRUCTIVE TESTING OF ROCK BOLT","year":2006,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Grout; Attenuation; Nondestructive testing; Rock bolt; Excitation; Acoustics; Computer simulation; Ultrasonic sensor; Transducer; Geotechnical engineering; Guided wave testing; SIGNAL (programming language); Geology; Structural engineering; Engineering; Materials science; Mechanics; Optics; Physics; Computer science","score_opus":0.015549379916025565,"score_gpt":0.22975890175188796,"score_spread":0.2142095218358624,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2375652406","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75803834,0.00032934302,0.24105093,0.0000031447576,0.00038349984,0.00008695913,0.0000025028573,0.00004669808,0.000058550504],"genre_scores_gemma":[0.9968502,0.000030318715,0.0028797965,0.0000016234791,0.00018133625,0.0000031567158,0.0000013165502,0.000048516184,0.0000037538312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986581,0.00001693956,0.00071662554,0.00013102229,0.00025008936,0.00022720266],"domain_scores_gemma":[0.9993619,0.00019122762,0.00014545306,0.00012350615,0.00010435322,0.000073608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044746793,0.00025811704,0.000468475,0.0003925787,0.000029231214,0.000026331374,0.00009984412,0.00008009175,0.000001124871],"category_scores_gemma":[0.00017991947,0.00022896953,0.000073592084,0.00040370531,0.0000011029394,0.00019112241,0.000026586607,0.00037788486,5.006014e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012227814,0.00005450066,0.0014499238,0.00012863532,0.00003856041,0.000026010692,0.0004734102,0.98409045,0.013120011,0.00033272587,0.0000024164008,0.0002711448],"study_design_scores_gemma":[0.00081743527,0.00021784936,0.02104324,0.00029819348,0.000020188287,0.000054844317,0.00028397082,0.9753893,0.0006384787,0.0010001517,0.0000045431398,0.0002317892],"about_ca_topic_score_codex":0.000019160767,"about_ca_topic_score_gemma":0.00000390767,"teacher_disagreement_score":0.2388118,"about_ca_system_score_codex":0.00008197229,"about_ca_system_score_gemma":0.000011596577,"threshold_uncertainty_score":0.93371063},"labels":[],"label_agreement":null},{"id":"W2376358828","doi":"","title":"MICROSEISMIC MONITORING SYSTEM ESTABLISHMENT AND ITS ENGINEERING APPLICATIONS TO LEFT BANK SLOPE OF JINPING I HYDROPOWER STATION","year":2010,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Microseism; Rock mass classification; Geology; Seismology; Deformation monitoring; Waveform; Slip (aerodynamics); Mining engineering; Deformation (meteorology); Geotechnical engineering; Engineering","score_opus":0.0028436085057939064,"score_gpt":0.19551692221315134,"score_spread":0.19267331370735744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2376358828","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8898259,0.00037694882,0.10917874,0.0000315041,0.00044184603,0.0001128056,0.0000032994212,0.0000145567265,0.000014425689],"genre_scores_gemma":[0.99613845,0.0001816632,0.0035417622,0.0000041484623,0.00010167582,0.0000029237265,6.143272e-7,0.000019026038,0.000009724163],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992478,0.0000036086433,0.0003077141,0.000117214164,0.00017080457,0.00015289092],"domain_scores_gemma":[0.99955267,0.000027797334,0.0001147799,0.00008489874,0.00003096367,0.00018890572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024279937,0.00013468362,0.00019663322,0.00010440539,0.000064833854,0.000036604204,0.00010739635,0.00006810359,0.000011770872],"category_scores_gemma":[0.000038237693,0.00010223586,0.000037176334,0.00014843192,0.0000014825438,0.00019560268,0.0001011267,0.000244812,0.0000018918272],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000064188425,0.0000089006735,0.0009255813,0.00011081594,0.000024123645,0.00000389374,0.0004100265,0.39007682,0.6075734,0.00016590871,0.0000051840557,0.0006889187],"study_design_scores_gemma":[0.00056621275,0.00012448814,0.004286495,0.00045266363,0.000062179985,0.0004246567,0.0001861006,0.9637595,0.027608864,0.000058480833,0.0021379753,0.00033237974],"about_ca_topic_score_codex":0.0000060863995,"about_ca_topic_score_gemma":0.0000010466606,"teacher_disagreement_score":0.5799645,"about_ca_system_score_codex":0.000051808365,"about_ca_system_score_gemma":0.0000075412436,"threshold_uncertainty_score":0.41690573},"labels":[],"label_agreement":null},{"id":"W2377598191","doi":"","title":"A DISCUSSION ON CLASSIFICATION OF MINING-INDUCED SEISMICITY","year":2006,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geoscience and Mining Technology","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Induced seismicity; Rock mass classification; Seismology; Tectonics; Geology; Stress field; Field (mathematics); Mining engineering; Geotechnical engineering; Engineering; Mathematics","score_opus":0.008065728664567895,"score_gpt":0.20194406701660159,"score_spread":0.1938783383520337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2377598191","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90147495,0.00011395882,0.09790844,0.000081866885,0.0003201529,0.000026033853,0.0000010774344,0.00004186327,0.000031685355],"genre_scores_gemma":[0.9987597,0.000039340808,0.0011040596,0.000004564575,0.000069085436,9.037477e-7,6.2172876e-7,0.000014111181,0.000007636792],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942297,0.00000342755,0.00027045887,0.000066332286,0.00011538253,0.00012142991],"domain_scores_gemma":[0.99972016,0.000023519924,0.00008593429,0.000091891365,0.000040034574,0.000038463342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013986057,0.00011185563,0.00019638595,0.00022496168,0.00002435227,0.000008943686,0.00010856228,0.00007872034,0.000001717921],"category_scores_gemma":[0.000047435693,0.00007047618,0.000046562498,0.00016284172,0.0000015905157,0.00008255655,0.00001946755,0.00015428782,6.2371396e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010238954,0.00003586991,0.00039749604,0.00008394994,0.000019940437,0.0000075617677,0.00020387802,0.4194118,0.57382065,0.0025177302,0.00015705655,0.0033338424],"study_design_scores_gemma":[0.00029341358,0.00018873237,0.003853684,0.00015083418,0.000013912364,0.000069090995,0.000090788024,0.98478097,0.009073008,0.0010954277,0.00026506316,0.00012510864],"about_ca_topic_score_codex":0.000002315911,"about_ca_topic_score_gemma":0.0000010481444,"teacher_disagreement_score":0.5653691,"about_ca_system_score_codex":0.000023494533,"about_ca_system_score_gemma":0.000009036943,"threshold_uncertainty_score":0.2873935},"labels":[],"label_agreement":null}]}