{"meta":{"query_hash":"656051437aeb","filters":{"venue":"Journal of Geo-Engineering Sciences"},"cohort_total":1,"direct_labels_cover":0,"predictions_cover":1,"exported":1,"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/656051437aeb","api":"https://metacan.xera.ac/api/v1/cohort?venue=Journal+of+Geo-Engineering+Sciences"},"results":[{"id":"W1146970197","doi":"10.3233/jgs-13007","title":"A new framework for analysis of laterally loaded piles","year":2013,"lang":"en","type":"article","venue":"Journal of Geo-Engineering Sciences","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":9,"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 Waterloo","funders":"","keywords":"Pile; Deflection (physics); Computation; Finite element method; Displacement field; Geotechnical engineering; Finite difference; Displacement (psychology); Geology; Structural engineering; Mathematics; Engineering; Mathematical analysis; Physics; Classical mechanics; Algorithm","score_opus":0.014126973348295949,"score_gpt":0.23362720266208953,"score_spread":0.2195002293137936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1146970197","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":[0.002117337,0.00021699662,0.9945714,0.00003760651,0.000042999498,0.000027131058,0.000053552387,0.00021514126,0.002717835],"genre_scores_gemma":[0.22862823,0.0019871602,0.75646734,0.00014866663,0.00025466294,0.0005771693,0.00034844744,0.0005236166,0.011064659],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99969506,0.00006608556,0.000015074736,0.00003643005,0.0001543647,0.000033050048],"domain_scores_gemma":[0.9998097,0.000052734315,0.000019106574,0.00002843726,0.00007421129,0.000015856802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035375802,0.0012199251,0.0008147264,0.0011570211,0.00062800123,0.0010189605,0.0013548712,0.0008784102,0.0030227178],"category_scores_gemma":[0.0006230334,0.00044216219,0.0012543489,0.0006400467,0.00075829995,0.0009873987,0.0011968578,0.0010104111,0.0014079188],"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":[0.000026942575,0.000052311694,0.00044977907,0.00027857284,0.00006903538,0.000523531,0.00016610028,0.7371922,0.049206898,0.15826908,0.0024852594,0.05128041],"study_design_scores_gemma":[0.0000056700524,0.000027858345,0.00017436691,0.000036132125,0.000013673579,0.00012754985,0.000030217605,0.95852035,0.0021903345,0.026238974,0.012606344,0.000028448983],"about_ca_topic_score_codex":0.0027906056,"about_ca_topic_score_gemma":0.0025660512,"teacher_disagreement_score":0.0030227178,"about_ca_system_score_codex":0.0004937862,"about_ca_system_score_gemma":0.0008488828,"threshold_uncertainty_score":0.010112047},"labels":[],"label_agreement":null}]}