{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001768535,0.0005183415,0.0005190201,0.0006216425,0.0003187955,0.0006674223,0.001533803,0.00124908,0.003106466],"category_scores_gemma":[0.0006664768,0.0004002082,0.0004114771,0.0003921597,0.0006096997,0.0007313758,0.0003536005,0.0002522396,0.0006398677],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009087962,"about_ca_system_score_gemma":0.0007099159,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01329701,"about_ca_topic_score_gemma":0.007507348,"domain_scores_codex":[0.9998037,0.00002162645,0.00000734144,0.00004318332,0.00007840934,0.00004570324],"domain_scores_gemma":[0.9998384,0.00005381248,0.00003987837,0.00001206397,0.00004600179,0.000009847835],"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":[0.00006765808,0.00003730068,0.001126507,0.0001191941,0.00001473963,0.0005982923,0.0001319853,0.9507868,0.02953504,0.01151358,0.0006216704,0.005447249],"study_design_scores_gemma":[0.00000423142,0.00001484303,0.0002569077,0.000004144416,0.000005272203,0.0000546974,0.00001882314,0.9969669,0.00156317,0.0006409278,0.0004642124,0.000005855163],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.33654,0.001026711,0.5911372,0.000467969,0.00009461274,0.0001990602,0.0008963424,0.001683675,0.06795441],"genre_scores_gemma":[0.9736845,0.0004413646,0.007029273,0.0000239017,0.00001622409,0.00009499143,0.0001090735,0.00005040974,0.01855025],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01329701,"threshold_uncertainty_score":0.02643925,"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."}}