{"meta":{"query_hash":"8bb4304c5863","filters":{"venue":"Acta Geodynamica et Geomaterialia"},"cohort_total":2,"direct_labels_cover":0,"predictions_cover":2,"exported":2,"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/8bb4304c5863","api":"https://metacan.xera.ac/api/v1/cohort?venue=Acta+Geodynamica+et+Geomaterialia"},"results":[{"id":"W2188121349","doi":"","title":"Effect of additional distance measurements on satellite positioning","year":2014,"lang":"en","type":"article","venue":"Acta Geodynamica et Geomaterialia","topic":"GNSS positioning and interference","field":"Engineering","cited_by":5,"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 New Brunswick","funders":"","keywords":"GNSS applications; Geodetic datum; Satellite; Precise Point Positioning; Remote sensing; Geodesy; Global Positioning System; Kinematics; Software; Computer science; Dilution of precision; Baseline (sea); Satellite system; Real Time Kinematic; Geology; Aerospace engineering; Physics; Telecommunications; Engineering","score_opus":0.005735633856817039,"score_gpt":0.22100450297031773,"score_spread":0.21526886911350068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2188121349","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":[0.9704058,0.000012808393,0.0011136706,0.000046037952,0.0009896195,0.00013404147,0.00055145484,0.0002519994,0.026494572],"genre_scores_gemma":[0.99856555,0.000007712461,0.00020997597,0.000039082788,0.00007586697,0.00003976208,0.0009518091,0.000029793115,0.00008046108],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99898857,0.00014074917,0.00024540833,0.00017812673,0.0002267856,0.00022034449],"domain_scores_gemma":[0.99948704,0.00012270281,0.00006203039,0.00023079466,0.000044122426,0.000053298954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028983745,0.00018922576,0.00021856846,0.0000629692,0.000057879748,0.000060457627,0.0001530664,0.000071905444,0.0006134835],"category_scores_gemma":[0.00006313772,0.00017827682,0.000059973787,0.00006880137,0.000040479095,0.00013011538,0.000019387666,0.000085251544,0.00011207506],"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":[0.00040021623,0.00010748172,0.00051354995,0.00063042797,0.00020189268,0.0000022905078,0.00021363622,0.006125604,0.969426,0.0064730053,0.011949025,0.0039569135],"study_design_scores_gemma":[0.0030342983,0.0033942377,0.06111376,0.0040448187,0.00017783257,0.0000426452,0.000013471907,0.075171806,0.8254022,0.0017848306,0.024159534,0.001660573],"about_ca_topic_score_codex":0.000012254706,"about_ca_topic_score_gemma":0.0000048852153,"teacher_disagreement_score":0.14402376,"about_ca_system_score_codex":0.00005757744,"about_ca_system_score_gemma":0.0000054099096,"threshold_uncertainty_score":0.7269918},"labels":[],"label_agreement":null},{"id":"W3130917775","doi":"10.13168/agg.2021.0005","title":"Shear modulus and damping ratio of clay soil under repeated freeze-thaw cycles","year":2021,"lang":"en","type":"article","venue":"Acta Geodynamica et Geomaterialia","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","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":"University of Alberta","funders":"Islamic Azad University","keywords":"Damping ratio; Overburden pressure; Materials science; Shear modulus; Consolidation (business); Geotechnical engineering; Dynamic modulus; Composite material; Modulus; Dynamic mechanical analysis; Geology","score_opus":0.02353843548430421,"score_gpt":0.2465796043991608,"score_spread":0.2230411689148566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3130917775","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":[0.9929373,0.00021144853,0.000024706274,0.0010644904,0.00090713776,0.000107233296,0.0028162997,0.000049866005,0.0018814745],"genre_scores_gemma":[0.9929712,0.00043348735,0.00014394315,0.00038302175,0.00011665402,0.0000015039315,0.005584324,0.000010619084,0.00035525023],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99857146,0.00015294393,0.00035459085,0.00037723262,0.00020221098,0.00034159157],"domain_scores_gemma":[0.9992634,0.00007338783,0.00012903908,0.00034340238,0.000073884046,0.00011688687],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00025825822,0.00019703424,0.00031755873,0.00006245761,0.00013030127,0.00016863307,0.00014645323,0.00013492643,0.00892253],"category_scores_gemma":[0.000038091046,0.00017975237,0.000056596586,0.00016222909,0.00011577433,0.00028534734,0.00006166222,0.00008634301,0.000048415935],"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":[0.00014526593,0.000056450186,0.17819619,0.00021305373,0.00010044301,0.0000927365,0.001164417,0.000870118,0.8161159,0.00024001124,0.0019765282,0.00082887476],"study_design_scores_gemma":[0.00066001026,0.00009492934,0.9568544,0.00011244912,0.00005259654,0.000112709015,0.00069757237,0.015218471,0.023542177,0.0011135364,0.001135213,0.00040591622],"about_ca_topic_score_codex":0.013381758,"about_ca_topic_score_gemma":0.028695803,"teacher_disagreement_score":0.79257375,"about_ca_system_score_codex":0.0000047359927,"about_ca_system_score_gemma":0.00006214734,"threshold_uncertainty_score":0.9931882},"labels":[],"label_agreement":null}]}