{"meta":{"query_hash":"e689a03c8f29","filters":{"venue":"Australian Geomechanics Journal"},"cohort_total":3,"direct_labels_cover":0,"predictions_cover":3,"exported":3,"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/e689a03c8f29","api":"https://metacan.xera.ac/api/v1/cohort?venue=Australian+Geomechanics+Journal"},"results":[{"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_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","score_opus":0.049516613755711765,"score_gpt":0.2938532255757644,"score_spread":0.24433661182005262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2972658791","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":[0.86905164,0.00013008935,0.11147275,0.0003750713,0.000024986279,0.00023781724,0.00029836933,0.0004161041,0.017993182],"genre_scores_gemma":[0.958043,0.000060420007,0.039524265,0.000021777332,0.000006573473,0.00004928582,0.000094929,0.000037327274,0.002162387],"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","domain_scores_codex":[0.9990928,0.00046858136,0.000050107097,0.00007503295,0.00021835073,0.00009509781],"domain_scores_gemma":[0.99708635,0.002054443,0.00010958433,0.00016679207,0.00046289084,0.000120013974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002149476,0.0007452328,0.00058686495,0.0013389074,0.0012163358,0.0013016628,0.0011461033,0.0016651041,0.0029291804],"category_scores_gemma":[0.0059521575,0.00029670208,0.00055271224,0.0011045597,0.00057082984,0.0012533846,0.00087828963,0.0007242047,0.00033558454],"study_design_candidate":"case_report","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":[0.0007919228,0.0017371748,0.038117748,0.0003186402,0.00015842881,0.0060208025,0.0012173153,0.8374346,0.008754721,0.02403517,0.002877627,0.078535885],"study_design_scores_gemma":[0.000070864364,0.00028544944,0.002952978,0.000025305426,0.000053498527,0.00051832997,0.0006355989,0.97963387,0.0068805856,0.0067932033,0.0021173905,0.000032843298],"about_ca_topic_score_codex":0.012259144,"about_ca_topic_score_gemma":0.021970445,"teacher_disagreement_score":0.012259144,"about_ca_system_score_codex":0.0008417018,"about_ca_system_score_gemma":0.00074660435,"threshold_uncertainty_score":0.024375618},"labels":[],"label_agreement":null},{"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Limit (mathematics); Landslide; Risk analysis (engineering); Geology; Economics; Mathematics; Geotechnical engineering; Business; Mathematical analysis","score_opus":0.02026668756980152,"score_gpt":0.24320468344291016,"score_spread":0.22293799587310864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023349833","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":[0.13154228,0.00024971704,0.8453909,0.00037156243,0.000024273388,0.00007951987,0.00016938584,0.00032405005,0.021848295],"genre_scores_gemma":[0.9332365,0.000284007,0.05981928,0.00007899997,0.00004088236,0.00009507047,0.00026838,0.000093787225,0.006083031],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899894,0.00043830785,0.000058858073,0.000096841235,0.00031080356,0.00009632083],"domain_scores_gemma":[0.9951603,0.0035314092,0.00032756064,0.00026696813,0.000614154,0.00009961714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025541612,0.00051211973,0.00073735864,0.0033514842,0.00072297384,0.0019494578,0.0016252107,0.0011383275,0.007896855],"category_scores_gemma":[0.014303666,0.0004283756,0.00061755016,0.001292474,0.0012726567,0.0027937922,0.00226597,0.00091415545,0.0007078454],"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":[0.00006308175,0.0002757498,0.007183348,0.00009722683,0.000071640956,0.00016955659,0.00018292258,0.7489202,0.00095958996,0.19823092,0.0010326146,0.04281315],"study_design_scores_gemma":[0.000005364757,0.000019375655,0.00045497096,0.000010265152,0.0000089073155,0.000031205404,0.000039663173,0.8385989,0.00042366984,0.15978365,0.0006169035,0.0000071110185],"about_ca_topic_score_codex":0.0074150804,"about_ca_topic_score_gemma":0.006242525,"teacher_disagreement_score":0.007896855,"about_ca_system_score_codex":0.00094834925,"about_ca_system_score_gemma":0.001251396,"threshold_uncertainty_score":0.026417553},"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,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Database; Work (physics); Geomechanics; Engineering; Toll; Civil engineering; Library science; Computer science; Geotechnical engineering","score_opus":0.03194269749665143,"score_gpt":0.25562834335506507,"score_spread":0.22368564585841363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392352565","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008746725,0.0026993025,0.021936882,0.00421796,0.0011542742,0.0011066691,0.6266211,0.010803802,0.32271326],"genre_scores_gemma":[0.049975675,0.004260998,0.029072626,0.0016691146,0.0004942925,0.0019193153,0.66981304,0.004651789,0.23814313],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9927044,0.0006695506,0.001338785,0.0011895405,0.003595203,0.00050265767],"domain_scores_gemma":[0.97004247,0.0031460184,0.0026329095,0.00577901,0.01645021,0.001949381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004897303,0.00076025684,0.0010639947,0.016169969,0.0025469675,0.006663264,0.002488102,0.0012291125,0.17007941],"category_scores_gemma":[0.028615704,0.001046808,0.0006639656,0.023366831,0.0009463468,0.006018379,0.0050414326,0.001916408,0.12427046],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006841675,0.00003868611,0.0039638476,0.00078737095,0.000021510677,0.00016737594,0.0011633055,0.0005682443,0.0005521371,0.021442045,0.8832198,0.08800721],"study_design_scores_gemma":[0.000005821292,0.0000069177163,0.0035328416,0.00010930293,0.000004723208,0.000060410148,0.00014749134,0.00020755625,0.0001277849,0.0016001617,0.9941797,0.000017360582],"about_ca_topic_score_codex":0.07698545,"about_ca_topic_score_gemma":0.046527985,"teacher_disagreement_score":0.17007941,"about_ca_system_score_codex":0.0056209536,"about_ca_system_score_gemma":0.01840216,"threshold_uncertainty_score":0.56897235},"labels":[],"label_agreement":null}]}