{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":3,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":3,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"e689a03c8f29","filters":{"venue":"Australian Geomechanics Journal"}},"results":[{"id":"W3023349833","doi":"","title":"Linking limit equilibrium analysis and landslide risk assessment","year":2011,"lang":"en","type":"article","venue":"Australian Geomechanics Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Limit (mathematics); Landslide; Risk analysis (engineering); Geology; Economics; Mathematics; Geotechnical engineering; Business; Mathematical analysis","authors":[{"name":"David G. Pollock","is_ca":true},{"name":"G. Hurley","is_ca":true},{"name":"C.M. Haberfield","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02026668756980152,"gpt":0.2432046834429102,"spread":0.2229379958731086,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002554161,0.0005121197,0.0007373586,0.003351484,0.0007229738,0.001949458,0.001625211,0.001138328,0.007896855],"category_scores_gemma":[0.01430367,0.0004283756,0.0006175502,0.001292474,0.001272657,0.002793792,0.00226597,0.0009141554,0.0007078454],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009483492,"about_ca_system_score_gemma":0.001251396,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00741508,"about_ca_topic_score_gemma":0.006242525,"domain_scores_codex":[0.9989989,0.0004383078,0.00005885807,0.00009684124,0.0003108036,0.00009632083],"domain_scores_gemma":[0.9951603,0.003531409,0.0003275606,0.0002669681,0.000614154,0.00009961714],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006308175,0.0002757498,0.007183348,0.00009722683,0.00007164096,0.0001695566,0.0001829226,0.7489202,0.00095959,0.1982309,0.001032615,0.04281315],"study_design_scores_gemma":[0.000005364757,0.00001937566,0.000454971,0.00001026515,0.000008907316,0.0000312054,0.00003966317,0.8385989,0.0004236698,0.1597836,0.0006169035,0.000007111018],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1315423,0.000249717,0.8453909,0.0003715624,0.00002427339,0.00007951987,0.0001693858,0.0003240501,0.02184829],"genre_scores_gemma":[0.9332365,0.000284007,0.05981928,0.00007899997,0.00004088236,0.00009507047,0.00026838,0.00009378722,0.006083031],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.007896855,"threshold_uncertainty_score":0.02641755,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2972658791","doi":"","title":"Case study: Using limiting equilibrium analysis in landslide risk assessments","year":2012,"lang":"en","type":"article","venue":"Australian Geomechanics Journal","topic":"Water resources management and optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Limiting; Landslide; Risk analysis (engineering); Econometrics; Economics; Environmental science; Computer science; Geology; Business; Engineering; Geotechnical engineering","authors":[{"name":"G. Hurley","is_ca":true},{"name":"David G. Pollock","is_ca":true},{"name":"C.M. Haberfield","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04951661375571176,"gpt":0.2938532255757644,"spread":0.2443366118200526,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002149476,0.0007452328,0.0005868649,0.001338907,0.001216336,0.001301663,0.001146103,0.001665104,0.00292918],"category_scores_gemma":[0.005952158,0.0002967021,0.0005527122,0.00110456,0.0005708298,0.001253385,0.0008782896,0.0007242047,0.0003355845],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008417018,"about_ca_system_score_gemma":0.0007466043,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01225914,"about_ca_topic_score_gemma":0.02197045,"domain_scores_codex":[0.9990928,0.0004685814,0.0000501071,0.00007503295,0.0002183507,0.00009509781],"domain_scores_gemma":[0.9970863,0.002054443,0.0001095843,0.0001667921,0.0004628908,0.000120014],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","study_design_scores_codex":[0.0007919228,0.001737175,0.03811775,0.0003186402,0.0001584288,0.006020803,0.001217315,0.8374346,0.008754721,0.02403517,0.002877627,0.07853588],"study_design_scores_gemma":[0.00007086436,0.0002854494,0.002952978,0.00002530543,0.00005349853,0.00051833,0.0006355989,0.9796339,0.006880586,0.006793203,0.002117391,0.0000328433],"study_design_candidate":"case_report","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8690516,0.0001300893,0.1114727,0.0003750713,0.00002498628,0.0002378172,0.0002983693,0.0004161041,0.01799318],"genre_scores_gemma":[0.958043,0.00006042001,0.03952426,0.00002177733,0.000006573473,0.00004928582,0.000094929,0.00003732727,0.002162387],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01225914,"threshold_uncertainty_score":0.02437562,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4392352565","doi":"10.56295/agj5915","title":"The Queensland geotechnical database","year":2024,"lang":"en","type":"article","venue":"Australian Geomechanics Journal","topic":"Geological Modeling and Analysis","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Database; Work (physics); Geomechanics; Engineering; Toll; Civil engineering; Library science; Computer science; Geotechnical engineering","authors":[{"name":"Tim Thompson","is_ca":false},{"name":"Jared Priddle","is_ca":false},{"name":"Jurij Karlovšek","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03194269749665143,"gpt":0.2556283433550651,"spread":0.2236856458584136,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004897303,0.0007602568,0.001063995,0.01616997,0.002546967,0.006663264,0.002488102,0.001229113,0.1700794],"category_scores_gemma":[0.0286157,0.001046808,0.0006639656,0.02336683,0.0009463468,0.006018379,0.005041433,0.001916408,0.1242705],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.005620954,"about_ca_system_score_gemma":0.01840216,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.07698545,"about_ca_topic_score_gemma":0.04652799,"domain_scores_codex":[0.9927044,0.0006695506,0.001338785,0.00118954,0.003595203,0.0005026577],"domain_scores_gemma":[0.9700425,0.003146018,0.002632909,0.00577901,0.01645021,0.001949381],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00006841675,0.00003868611,0.003963848,0.000787371,0.00002151068,0.0001673759,0.001163305,0.0005682443,0.0005521371,0.02144204,0.8832198,0.08800721],"study_design_scores_gemma":[0.000005821292,0.000006917716,0.003532842,0.0001093029,0.000004723208,0.00006041015,0.0001474913,0.0002075563,0.0001277849,0.001600162,0.9941797,0.00001736058],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"dataset","genre_gemma":"dataset","genre_scores_codex":[0.008746725,0.002699303,0.02193688,0.00421796,0.001154274,0.001106669,0.6266211,0.0108038,0.3227133],"genre_scores_gemma":[0.04997567,0.004260998,0.02907263,0.001669115,0.0004942925,0.001919315,0.669813,0.004651789,0.2381431],"genre_candidate":"dataset","genre_consensus":"dataset","teacher_disagreement_score":0.1700794,"threshold_uncertainty_score":0.5689723,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}