{"id":"W1967587931","doi":"10.1139/t01-019","title":"Analytical model of interaction between hexagonal wire mesh and silty sand backfill","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Bearing (navigation); Materials science; Wire mesh; Hexagonal crystal system; Necking; Displacement (psychology); Reinforcement; Bearing capacity; Composite material; Geotechnical engineering; Structural engineering; Engineering; Computer science","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001856108,0.0001924141,0.0003096613,0.0002701355,0.00009684524,0.0000607334,0.000195639,0.0002837209,0.00008873274],"category_scores_gemma":[0.00008568683,0.0001827634,0.0001083043,0.0001992031,0.00009686249,0.0001477709,0.00002281487,0.0009286688,0.000003081198],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002058459,"about_ca_system_score_gemma":0.000110281,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000711614,"about_ca_topic_score_gemma":0.0004200473,"domain_scores_codex":[0.9987942,0.00001630407,0.0004015767,0.0001558369,0.000199804,0.0004322543],"domain_scores_gemma":[0.9988438,0.00006970297,0.00003939844,0.0001716423,0.00005848655,0.0008170062],"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":[0.00001009744,0.000006332297,0.0005487758,0.00002441773,0.00008236767,0.00004117882,0.00002047585,0.981385,0.0006340185,0.001131018,0.002075923,0.01404041],"study_design_scores_gemma":[0.0002914598,0.00005959393,0.005304185,0.00006261335,0.00005532009,0.0006000455,0.00002152487,0.9826013,0.0001253921,0.003644842,0.006967921,0.0002658145],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8444304,0.0004425033,0.1505277,0.001051348,0.0002965763,0.0001329971,0.00006963296,0.0002248631,0.002823926],"genre_scores_gemma":[0.9987512,0.0001864861,0.0007282235,0.00005592003,0.0001835595,0.000001586296,0.000006427195,0.00002805694,0.00005860495],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1543207,"threshold_uncertainty_score":0.7452876,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01644792669346944,"score_gpt":0.2239219281522822,"score_spread":0.2074740014588127,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}