{"meta":{"query_hash":"49dee76d57c0","filters":{"venue":"International journal of geohazards and environment"},"cohort_total":13,"direct_labels_cover":0,"predictions_cover":13,"exported":13,"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/49dee76d57c0","api":"https://metacan.xera.ac/api/v1/cohort?venue=International+journal+of+geohazards+and+environment"},"results":[{"id":"W1973478004","doi":"10.15273/ijge.2015.01.004","title":"Combination of HVSR and MASW Methods to Obtain Shear Wave Velocity Model of Subsurface in Israel","year":2015,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geophone; Geology; Seismology; Bedrock; Seismic refraction; Surface wave; Rayleigh wave; Seismic hazard; Seismic noise; Passive seismic; Vertical seismic profile; Seismic wave; Microseism; Induced seismicity; Geophysics; Geomorphology","score_opus":0.0348673320093819,"score_gpt":0.27265936398210877,"score_spread":0.23779203197272686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973478004","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36004528,0.000113136055,0.6362891,0.00006760522,0.000015699934,0.000036511658,0.00016981337,0.00086746947,0.0023953302],"genre_scores_gemma":[0.9003455,0.00011902128,0.09827768,0.000011178407,0.000015462287,0.000040172883,0.0002558437,0.00005763507,0.00087753887],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99989367,0.000021729147,0.000007098259,0.000028100034,0.000033958946,0.000015352709],"domain_scores_gemma":[0.9998994,0.000031232314,0.000013816957,0.000011764799,0.000037067755,0.000006731157],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024383658,0.00041224205,0.00024334769,0.00057149486,0.00010733023,0.00030628862,0.00048891624,0.0003264084,0.0005788521],"category_scores_gemma":[0.00044802422,0.00023037072,0.00036788278,0.00028061896,0.00012768208,0.00042770585,0.00026342485,0.0002635452,0.0002843452],"study_design_candidate":"observational","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":[0.00010004511,0.00012221656,0.021290617,0.000094893134,0.00005927906,0.0001838252,0.00024357144,0.64460087,0.053518895,0.0030997614,0.00045719653,0.2762289],"study_design_scores_gemma":[0.0000034081838,0.000014459035,0.00119171,0.0000015122166,0.000003177116,0.000014992549,0.00001664677,0.9963529,0.001988802,0.00023323417,0.00017498163,0.000004030144],"about_ca_topic_score_codex":0.0050044544,"about_ca_topic_score_gemma":0.004686978,"teacher_disagreement_score":0.0050044544,"about_ca_system_score_codex":0.00016100604,"about_ca_system_score_gemma":0.00037131074,"threshold_uncertainty_score":0.009950697},"labels":[],"label_agreement":null},{"id":"W1980360304","doi":"10.15273/ijge.2015.01.003","title":"Stability Analysis of an Expansive Clay Slope: A Case Study of Infiltration-Induced Shallow Failure of an Embankment in Regina, Canada","year":2015,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; University of Ottawa","keywords":"Expansive clay; Geotechnical engineering; Permeability (electromagnetism); Slope stability; Geology; Expansive; Levee; Snow; Finite element method; Residual; Soil water; Materials science; Soil science; Composite material; Geomorphology; Engineering; Mathematics; Structural engineering; Chemistry; Compressive strength","score_opus":0.016066187719003092,"score_gpt":0.2506019613038129,"score_spread":0.23453577358480981,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980360304","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99907047,0.00001979447,0.00027245432,0.000008348622,5.546728e-7,0.000014358889,0.00008763474,0.000012353064,0.0005140032],"genre_scores_gemma":[0.9990791,0.000025889098,0.00037513152,0.000002251448,3.5383164e-7,0.0000031506188,0.00008138559,0.0000028022505,0.00042997126],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998727,0.000008175783,0.000005940973,0.000020004183,0.00004948883,0.000043749067],"domain_scores_gemma":[0.99980086,0.000029499479,0.000025697656,0.000013407812,0.000098812714,0.000031719872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016666962,0.00044936404,0.0003168967,0.0010586078,0.0011608917,0.00053860695,0.00084185705,0.00045747182,0.00061324507],"category_scores_gemma":[0.00045362528,0.00020028042,0.00040903993,0.000883101,0.0007850912,0.0001315245,0.00032904604,0.00020840923,0.000095677955],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004990547,0.0003335402,0.4412235,0.00020936527,0.00017820206,0.0142594185,0.002011339,0.45838615,0.045177665,0.0014657278,0.00069274096,0.035563193],"study_design_scores_gemma":[0.000046050875,0.00040335322,0.6073745,0.000034203997,0.00011209957,0.0012932018,0.0050986875,0.37060362,0.012915726,0.0004257956,0.0016015383,0.00009129115],"about_ca_topic_score_codex":0.8661277,"about_ca_topic_score_gemma":0.90501505,"teacher_disagreement_score":0.13387227,"about_ca_system_score_codex":0.004914216,"about_ca_system_score_gemma":0.0036780841,"threshold_uncertainty_score":0.26932132},"labels":[],"label_agreement":null},{"id":"W2339892106","doi":"10.15273/ijge.2016.01.002","title":"In-Situ Stress Estimation by Back Analysis Based on Wellbore Deformation with Consideration of Pore Pressure","year":2016,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Borehole; Displacement (psychology); Pore water pressure; Deformation (meteorology); Geotechnical engineering; Isotropy; Stress (linguistics); Geology; Drilling engineering; Drilling; Wellbore; Effective stress; Drilling fluid; Petroleum engineering; Engineering; Mechanical engineering","score_opus":0.002462215088251579,"score_gpt":0.17491580868714254,"score_spread":0.17245359359889095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2339892106","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3331802,0.00025120736,0.6623785,0.00009973565,0.000042884556,0.000040314444,0.00021964569,0.0009088567,0.0028787348],"genre_scores_gemma":[0.9432312,0.00026898863,0.054942288,0.000017325583,0.000011005409,0.000030329582,0.00015506378,0.000054458415,0.0012894045],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998016,0.000018651219,0.000013598549,0.000041412703,0.00010681979,0.000017967846],"domain_scores_gemma":[0.9997292,0.000075019474,0.00005346593,0.00003161453,0.00009814373,0.000012405425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020763172,0.0006772146,0.00039628817,0.0007923586,0.00021720205,0.0007082566,0.00051450374,0.00043241875,0.0010742438],"category_scores_gemma":[0.0005300481,0.00036256987,0.00044376001,0.00044927537,0.00028175025,0.00093354814,0.00034729118,0.0003000334,0.0003093498],"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":[0.00024819828,0.00019542639,0.021950766,0.0003742193,0.000053735897,0.00040234879,0.00056526985,0.42059147,0.36703876,0.0034991102,0.00093469385,0.184146],"study_design_scores_gemma":[0.000004752325,0.000053647374,0.004196625,0.000011696623,0.000019463694,0.00007424138,0.0000714394,0.9488206,0.045486458,0.0005969242,0.0006357953,0.000028435768],"about_ca_topic_score_codex":0.0024549924,"about_ca_topic_score_gemma":0.0037699277,"teacher_disagreement_score":0.0024549924,"about_ca_system_score_codex":0.0003247586,"about_ca_system_score_gemma":0.0004220184,"threshold_uncertainty_score":0.0048814416},"labels":[],"label_agreement":null},{"id":"W2342613692","doi":"10.15273/ijge.2016.02.008","title":"Impact Force of Boulders Conveyed in Debris Flows on Bridge Piers and Collision Protection Measures","year":2016,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Chinese Academy of Sciences","keywords":"Debris; Debris flow; Pier; Impact; Bridge (graph theory); Collision; Flow (mathematics); Cantilever; Geotechnical engineering; Inertia; Magnitude (astronomy); Mechanics; Structural engineering; Geology; Computer science; Engineering; Physics; Classical mechanics","score_opus":0.01046582022007874,"score_gpt":0.23999048606303272,"score_spread":0.22952466584295397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2342613692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98390454,0.00029520298,0.011805236,0.00002724359,0.000014172215,0.000020551443,0.000056476416,0.000049736132,0.0038267812],"genre_scores_gemma":[0.99758923,0.000099627214,0.0016036408,0.0000054199477,0.000003824029,0.000005760059,0.000047979418,0.0000027278484,0.0006417644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99975795,0.00001906814,0.000011861083,0.000033010605,0.00013939173,0.00003856406],"domain_scores_gemma":[0.9997961,0.00007889667,0.000043591208,0.00001264623,0.00005432003,0.000014431887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021936465,0.00031581696,0.0002773389,0.0011789235,0.00027129427,0.00030956723,0.00034142163,0.00039701778,0.0012685371],"category_scores_gemma":[0.0008225149,0.00014091964,0.0002744141,0.00046766826,0.0002785627,0.00030615932,0.0003836643,0.00013834692,0.00011706793],"study_design_candidate":"observational","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":[0.000654174,0.0003272051,0.2404178,0.0006446087,0.00009389849,0.0064055617,0.001367347,0.31054607,0.20433694,0.003085822,0.0013127988,0.23080772],"study_design_scores_gemma":[0.000017651206,0.0006406781,0.41942072,0.000074920856,0.00005963046,0.0014765544,0.001029575,0.5218536,0.0526431,0.00079345336,0.0019391883,0.000050951934],"about_ca_topic_score_codex":0.0031795986,"about_ca_topic_score_gemma":0.0038186945,"teacher_disagreement_score":0.0031795986,"about_ca_system_score_codex":0.0002664456,"about_ca_system_score_gemma":0.0002676647,"threshold_uncertainty_score":0.006322205},"labels":[],"label_agreement":null},{"id":"W2343521349","doi":"10.15273/ijge.2016.02.006","title":"Study on Early Recognition of Loess Landslides Based on Field Investigation","year":2016,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Key Research and Development Program of China; Ministry of Science and Technology of the People's Republic of China","keywords":"Landslide; Geology; Loess; Groundwater; Landslide classification; Debris; Ponding; Hydrology (agriculture); Digital elevation model; Landslide mitigation; Geomorphology; Physical geography; Remote sensing; Geotechnical engineering; Drainage; Geography","score_opus":0.013962514927381474,"score_gpt":0.2301474090011204,"score_spread":0.21618489407373892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2343521349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99720037,0.00009023355,0.001210874,0.00001511901,0.0000034690909,0.000052406525,0.00015002319,0.000015310392,0.0012621784],"genre_scores_gemma":[0.996899,0.00015242932,0.0018464593,0.000011903829,0.000006235843,0.000021546499,0.0003469085,0.0000024598062,0.000713084],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997423,0.000022295755,0.000022956052,0.00008989903,0.00006867785,0.000053794327],"domain_scores_gemma":[0.99907035,0.00017224363,0.00025921495,0.00003740815,0.000351439,0.00010941896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042975342,0.00035269186,0.000238693,0.003183178,0.00036427495,0.00052472664,0.0003667979,0.0003441382,0.0004959551],"category_scores_gemma":[0.00071942847,0.00015578498,0.00018322641,0.0011500107,0.0002758274,0.00046919606,0.00019762659,0.00017782413,0.00016548968],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010307514,0.00014795277,0.9459196,0.0000983942,0.00002087407,0.0009920892,0.0022663237,0.0007162623,0.014450238,0.00015523339,0.00033966286,0.0347903],"study_design_scores_gemma":[0.0000035436578,0.00013575908,0.9900158,0.000029041663,0.000022336008,0.00032543007,0.0027641302,0.0029878155,0.0028219963,0.000060411185,0.0008179548,0.000015669402],"about_ca_topic_score_codex":0.013449687,"about_ca_topic_score_gemma":0.03756064,"teacher_disagreement_score":0.013449687,"about_ca_system_score_codex":0.00036399046,"about_ca_system_score_gemma":0.00038876222,"threshold_uncertainty_score":0.026742816},"labels":[],"label_agreement":null},{"id":"W2415461822","doi":"10.15273/ijge.2015.02.010","title":"Stability Analysis of Slope under Different Soil Nailing Parameters Based on the GeoStudio","year":2015,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil nailing; Safety factor; Nail (fastener); Geotechnical engineering; Slope stability; Factor of safety; Stability (learning theory); Geology; Mathematics; Structural engineering; Engineering; Computer science","score_opus":0.023060231080499354,"score_gpt":0.23222154008968954,"score_spread":0.2091613090091902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2415461822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9457248,0.00015100981,0.04984781,0.000015659532,0.000012203695,0.000025699675,0.00065942964,0.00123488,0.0023285043],"genre_scores_gemma":[0.9885998,0.00006507982,0.010335245,0.0000033055455,0.0000018526009,0.000020540296,0.00039636748,0.00007961504,0.00049832446],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996922,0.000030009098,0.000020782612,0.00005528004,0.00017702744,0.000024885321],"domain_scores_gemma":[0.9994406,0.00016772118,0.00009867251,0.000052650386,0.00021924924,0.00002110659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034580776,0.00043657067,0.00034046685,0.0017118785,0.00017965042,0.000346388,0.00022228809,0.00019696742,0.0017950713],"category_scores_gemma":[0.0009799495,0.00018766872,0.00034905304,0.0011523245,0.00017989604,0.00025457135,0.00021587098,0.000149751,0.00026754735],"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":[0.0010765891,0.00010446573,0.18035862,0.0006045889,0.00022538553,0.00045880358,0.0010679452,0.10479993,0.49575466,0.0014592669,0.0017704985,0.21231924],"study_design_scores_gemma":[0.000043715103,0.00060001947,0.41498873,0.00004743262,0.00019946258,0.0006576599,0.0006842619,0.36528218,0.21247698,0.00062493363,0.004233031,0.00016151869],"about_ca_topic_score_codex":0.0027148202,"about_ca_topic_score_gemma":0.0045530763,"teacher_disagreement_score":0.0027148202,"about_ca_system_score_codex":0.0002501288,"about_ca_system_score_gemma":0.00019194507,"threshold_uncertainty_score":0.006005168},"labels":[],"label_agreement":null},{"id":"W2415723695","doi":"10.15273/ijge.2016.01.003","title":"Buckling Analysis of Bedded Rock Slope Subject to Seismic Force – a Case Study in Karakoram Highway, Pakistan","year":2016,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"National Natural Science Foundation of China","keywords":"Buckling; Geology; Geotechnical engineering; Deformation (meteorology); Failure mechanism; Structural engineering; Engineering","score_opus":0.007899919310056408,"score_gpt":0.26219586491334096,"score_spread":0.25429594560328456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2415723695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973295,0.00004299391,0.0013673311,0.000014934002,0.0000025024026,0.000014311125,0.00007154272,0.0000125734605,0.0011444937],"genre_scores_gemma":[0.99858654,0.00004202039,0.0005314099,0.0000031080767,0.0000015368438,0.0000031635016,0.000052497795,0.0000028345873,0.0007770078],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99985003,0.000016293452,0.000010225571,0.000024479576,0.000050810737,0.00004818791],"domain_scores_gemma":[0.9996978,0.00011374444,0.000055317323,0.000024714936,0.00007018628,0.000038224192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025092182,0.0003584233,0.00039238165,0.0007662942,0.0007137073,0.00049610663,0.00053247437,0.0008118562,0.0012591904],"category_scores_gemma":[0.00034178462,0.0002447083,0.00048223473,0.0005284474,0.00046309308,0.0002853816,0.0003627308,0.00022727835,0.00015422022],"study_design_candidate":"observational","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":[0.0005881694,0.0004188836,0.13086474,0.00040046772,0.00013075117,0.027639093,0.0016527362,0.73454887,0.07210171,0.0018147725,0.0011830068,0.028656831],"study_design_scores_gemma":[0.000019265692,0.0005185963,0.13519038,0.000022017623,0.000053000593,0.0016722416,0.0022562058,0.8509889,0.007857622,0.00058250054,0.0007783527,0.00006086744],"about_ca_topic_score_codex":0.027241522,"about_ca_topic_score_gemma":0.039588235,"teacher_disagreement_score":0.027241522,"about_ca_system_score_codex":0.0006967424,"about_ca_system_score_gemma":0.00038892904,"threshold_uncertainty_score":0.0541659},"labels":[],"label_agreement":null},{"id":"W2468398617","doi":"10.15273/ijge.2015.03.013","title":"Seismic Monitoring of a Slope to Investigate Topographic Amplification","year":2015,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"China Geological Survey; National Natural Science Foundation of China","keywords":"Epicenter; Geology; Amplification factor; Ridge; Seismology; Peak ground acceleration; Magnitude (astronomy); Landslide; Directivity; Geodesy; Acceleration; Ground motion","score_opus":0.017845682746219622,"score_gpt":0.2430928683276024,"score_spread":0.2252471855813828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2468398617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99745625,0.000052890795,0.0008064149,0.0000063200678,0.0000027928309,0.000013584451,0.000178477,0.000029153272,0.0014542099],"genre_scores_gemma":[0.9987897,0.000047252783,0.00068738067,0.000004368024,0.0000034326563,0.000004972623,0.00011534543,0.0000030371828,0.0003444191],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9999132,0.000013474761,0.0000043942664,0.000017168273,0.000036223533,0.000015430778],"domain_scores_gemma":[0.99982613,0.000017207361,0.000040734853,0.000016479149,0.00007075798,0.000028590579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010947048,0.00022594181,0.00014457728,0.0007871523,0.00013078302,0.00019520044,0.00013134767,0.00015009708,0.00077670073],"category_scores_gemma":[0.0002459187,0.000095737916,0.00009510434,0.00070315745,0.00009226968,0.00012663049,0.00018498712,0.00017184562,0.00022785313],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028316243,0.00010753364,0.5802633,0.000097367825,0.0000847765,0.000932094,0.00070778973,0.0026491876,0.37206596,0.00009166369,0.00037715674,0.04234012],"study_design_scores_gemma":[0.000007700178,0.0002789916,0.98082113,0.00000891002,0.00003532299,0.00037293948,0.00042099925,0.004965302,0.012173266,0.00004768797,0.000857659,0.000010056458],"about_ca_topic_score_codex":0.0024769385,"about_ca_topic_score_gemma":0.00514458,"teacher_disagreement_score":0.0024769385,"about_ca_system_score_codex":0.000084537314,"about_ca_system_score_gemma":0.000091511625,"threshold_uncertainty_score":0.0049250126},"labels":[],"label_agreement":null},{"id":"W2513777936","doi":"10.15273/ijge.2016.03.016","title":"Debris Flows of the Tunkinsky Goltsy Mountains (Tunkinsky District, Republic of Buryatia in Eastern Siberia)","year":2016,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Debris; Debris flow; Geology; Hydrology (agriculture); Flood myth; Mudflow; Landslide; Natural (archaeology); Storm; Ravine; Physical geography; Hyperconcentrated flow; Geography; Geomorphology; Archaeology; Sediment; Oceanography; Sediment transport; Paleontology","score_opus":0.006145223261821307,"score_gpt":0.20760303815695405,"score_spread":0.20145781489513273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2513777936","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99881566,0.00009210281,0.000031741,0.0000115277,0.00000362036,0.00000946712,0.0005084647,0.0000040176133,0.0005234187],"genre_scores_gemma":[0.99744934,0.00013861198,0.00017280756,0.000009325366,0.0000071268396,0.000021648117,0.0012644299,0.0000020866864,0.00093457056],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99991655,0.000011281063,0.0000086552345,0.000022197773,0.0000129790005,0.00002821736],"domain_scores_gemma":[0.9999223,0.000011621726,0.000025964302,0.0000070013652,0.000011304918,0.00002176243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021373629,0.00025929813,0.00022160797,0.0013842158,0.0009935948,0.00054820534,0.00029758742,0.00020934487,0.0018471341],"category_scores_gemma":[0.00019661653,0.00014498246,0.00015414113,0.0013825597,0.0004033083,0.00016886677,0.0005348335,0.00013322309,0.00017646242],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028849268,0.00012364812,0.95866793,0.00015270834,0.000069313486,0.0029553513,0.0062215496,0.0010606087,0.004392017,0.00019984123,0.0008619987,0.025006568],"study_design_scores_gemma":[0.0000026340044,0.000013866224,0.9981047,0.000007956182,0.000004516466,0.00008533968,0.0010353022,0.00012996314,0.00008422519,0.000014458014,0.00051467813,0.0000022790714],"about_ca_topic_score_codex":0.052559737,"about_ca_topic_score_gemma":0.110104024,"teacher_disagreement_score":0.052559737,"about_ca_system_score_codex":0.0008702916,"about_ca_system_score_gemma":0.0008036033,"threshold_uncertainty_score":0.104507625},"labels":[],"label_agreement":null},{"id":"W2513868399","doi":"10.15273/ijge.2016.03.012","title":"Quantitative Estimations of the Holocene Erosion due to Seismically Induced Landslides in the SE Altai (Russia) Applying Detailed Profiling and Statistical Approaches","year":2016,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Siberian Branch, Russian Academy of Sciences","keywords":"Landslide; Geology; Holocene; Seismology; Structural basin; Terrain; Erosion; Magnitude (astronomy); Geomorphology; Physical geography; Paleontology; Geography; Cartography","score_opus":0.03167936568765753,"score_gpt":0.26544385669154796,"score_spread":0.23376449100389043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2513868399","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99765897,0.00007938025,0.0017913873,0.0000035730498,7.6036537e-7,0.0000040943655,0.00016170868,0.000022691022,0.00027742333],"genre_scores_gemma":[0.9988391,0.000060434566,0.00075858843,7.676153e-7,0.0000012670885,0.0000042422903,0.00026817815,0.0000019787801,0.00006545487],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99986696,0.000023618097,0.000015228034,0.000027325583,0.000049056056,0.00001774178],"domain_scores_gemma":[0.99961156,0.00010259685,0.00017577052,0.000033224755,0.000056414035,0.00002049899],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029188747,0.00022507594,0.0001578251,0.0014950581,0.00008858182,0.00032289673,0.00013116718,0.00013729793,0.00025299133],"category_scores_gemma":[0.00091496797,0.00016723236,0.0001875789,0.00063908234,0.00019244391,0.00028226836,0.0002706409,0.000104087,0.00008220064],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000115520386,0.000036690446,0.9228237,0.000065009786,0.00012724876,0.00020219467,0.00021771036,0.03687294,0.018137142,0.00034414325,0.00007149522,0.020986188],"study_design_scores_gemma":[0.000002023304,0.000044379303,0.97376865,0.0000043754,0.000014269276,0.000112923895,0.0000625944,0.023927495,0.0017697986,0.00008411422,0.00020380224,0.000005657168],"about_ca_topic_score_codex":0.0017462855,"about_ca_topic_score_gemma":0.0023379494,"teacher_disagreement_score":0.0017462855,"about_ca_system_score_codex":0.00017512697,"about_ca_system_score_gemma":0.000094320756,"threshold_uncertainty_score":0.0034722686},"labels":[],"label_agreement":null},{"id":"W2514584825","doi":"10.15273/ijge.2016.03.013","title":"Geophysical Investigation and Management Plan of a Shallow Landslide along the NH-44 in Atharamura Hill, Tripura, India","year":2016,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Landslide; Geology; Silt; Fault scarp; Terrain; Geophysical survey; Borehole; Monsoon; Hydrology (agriculture); Geotechnical engineering; Geomorphology; Mining engineering; Geophysics; Seismology; Tectonics; Oceanography; Cartography","score_opus":0.006676128627216966,"score_gpt":0.19888366032433194,"score_spread":0.19220753169711496,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2514584825","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958262,0.00009891615,0.0007396406,0.0001616234,0.0000049133037,0.00010361254,0.00031020466,0.000034697347,0.002720174],"genre_scores_gemma":[0.99559,0.00014790776,0.0023910876,0.000028251665,0.000002999533,0.00005257378,0.00049427775,0.0000028631544,0.0012902308],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99993575,0.000011569344,0.0000068845293,0.000011105087,0.000010832497,0.000023835459],"domain_scores_gemma":[0.9998714,0.000011161333,0.000038386577,0.000012199722,0.000033285887,0.00003361356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009956003,0.00020321585,0.00010333382,0.0009917704,0.0005190144,0.00043859667,0.00054308056,0.0003025618,0.0007900922],"category_scores_gemma":[0.00013147121,0.00014281836,0.0001787254,0.000724301,0.000288252,0.00017967679,0.0003752695,0.00017995146,0.00012379905],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025188553,0.00032728532,0.86248034,0.00044713213,0.00010190684,0.009182415,0.005337813,0.01132975,0.03313891,0.0014439204,0.0028704782,0.07308813],"study_design_scores_gemma":[0.000016022068,0.00023768618,0.98225546,0.000032151474,0.000051800274,0.0013636242,0.007089373,0.0032779945,0.0016281317,0.00013963912,0.0038809737,0.000027139758],"about_ca_topic_score_codex":0.028062852,"about_ca_topic_score_gemma":0.08237297,"teacher_disagreement_score":0.028062852,"about_ca_system_score_codex":0.00059444364,"about_ca_system_score_gemma":0.0017250181,"threshold_uncertainty_score":0.055799007},"labels":[],"label_agreement":null},{"id":"W2515563217","doi":"10.15273/ijge.2016.03.014","title":"Dating Strong Prehistoric Earthquakes and Estimating Their Recurrence Interval Applying Radiocarbon Analysis and Dendroseismological Approach – Case Study from SE Altai (Russia)","year":2016,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Siberian Federal University; Siberian Branch, Russian Academy of Sciences","keywords":"Radiocarbon dating; Geology; Massif; Seismology; Holocene; Induced seismicity; Active fault; Context (archaeology); Chronology; Kola peninsula; Seismic risk; Fault (geology); Paleontology; Geochemistry","score_opus":0.029075995179521745,"score_gpt":0.24623947523748982,"score_spread":0.21716348005796807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2515563217","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995658,0.000032791326,0.00014168401,0.0000031340426,4.2315347e-7,0.0000024050125,0.000018707005,0.0000014091308,0.00023353017],"genre_scores_gemma":[0.9993562,0.000076941156,0.00039139655,8.4982645e-7,0.0000010209379,0.000001917149,0.00005593596,0.0000014116745,0.000114211696],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998621,0.00003784357,0.000011251772,0.000030074396,0.000022715465,0.000036048135],"domain_scores_gemma":[0.9996878,0.00009106097,0.00009405662,0.000040741066,0.000060868533,0.000025490826],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037936194,0.00023041134,0.00017391703,0.0010102956,0.0004976039,0.0004297829,0.000295001,0.00025395027,0.00023524885],"category_scores_gemma":[0.0006514576,0.00012768719,0.00027607734,0.0011200908,0.00037186957,0.00016762206,0.00025770254,0.00015733286,0.000076276774],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012285926,0.00011320236,0.94971174,0.000039893144,0.00006264274,0.0060553495,0.0027315107,0.004495491,0.016846133,0.00044473665,0.00008359542,0.019292884],"study_design_scores_gemma":[0.00000400432,0.00013132709,0.9906098,0.00000865666,0.000040441624,0.00088515744,0.0017071093,0.0031102633,0.0027788165,0.000082344326,0.00063359994,0.000008401724],"about_ca_topic_score_codex":0.022980865,"about_ca_topic_score_gemma":0.034735046,"teacher_disagreement_score":0.022980865,"about_ca_system_score_codex":0.00043562724,"about_ca_system_score_gemma":0.000268436,"threshold_uncertainty_score":0.045694232},"labels":[],"label_agreement":null},{"id":"W2588535072","doi":"10.15273/ijge.2015.03.015","title":"Large Lateral Deformation Characteristics of Simulated Columnar Jointed Rock Mass under Uniaxial Compression Tests","year":2015,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rock mass classification; Deformation (meteorology); Geology; Materials science; Compression (physics); Geotechnical engineering; Uniaxial tension; Compression test; Composite material; Ultimate tensile strength","score_opus":0.009619378793842998,"score_gpt":0.20700146914549233,"score_spread":0.19738209035164933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2588535072","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981652,0.00012006571,0.00072763796,0.000011772945,0.000004927024,0.000008486562,0.00022288783,0.00003241995,0.0007066459],"genre_scores_gemma":[0.9984964,0.000077263474,0.00043914816,0.0000066429016,0.0000016777459,0.000009847099,0.00025137022,0.000007501366,0.00071019103],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966073,0.000021112044,0.000032065876,0.00005285544,0.00018148962,0.0000517771],"domain_scores_gemma":[0.9993394,0.00015647859,0.00013517603,0.000091647606,0.00019274143,0.00008443303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032895256,0.00044548314,0.00021800288,0.0005304385,0.00021376992,0.00019653144,0.00039290325,0.0004028816,0.0017497336],"category_scores_gemma":[0.0006772033,0.00016228734,0.00017862846,0.00062357343,0.00044069006,0.0002989025,0.00026952926,0.0002430027,0.00018727581],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006322586,0.00006660367,0.0066843415,0.00008976764,0.000015660733,0.00053156,0.0003462592,0.009138938,0.9746687,0.00014095036,0.0001475338,0.007537263],"study_design_scores_gemma":[0.000027971757,0.0015236348,0.10660993,0.000030046598,0.000047426172,0.0003779677,0.00060214417,0.041211866,0.8479744,0.00011333879,0.0014277383,0.000053476375],"about_ca_topic_score_codex":0.0020091112,"about_ca_topic_score_gemma":0.0036548579,"teacher_disagreement_score":0.0020091112,"about_ca_system_score_codex":0.0001878456,"about_ca_system_score_gemma":0.00016254364,"threshold_uncertainty_score":0.0058534145},"labels":[],"label_agreement":null}]}