{"id":"W2068132419","doi":"10.1139/t10-082","title":"Effect of anchor width on pullout capacity of strip anchors in sand","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Embedment; Geotechnical engineering; Principal stress; Limit analysis; Geology; Finite element method; Stress (linguistics); Upper and lower bounds; Overburden pressure; Mathematics; Structural engineering; Materials science; Geometry; Engineering; Composite material; Mathematical analysis; Shear stress","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":[0.0003408042,0.0003180396,0.0003554898,0.0004217465,0.0001929394,0.0004964957,0.0003067071,0.0003914855,0.001134236],"category_scores_gemma":[0.001520272,0.0002369475,0.000255139,0.0001980871,0.0003766641,0.0003638598,0.000411228,0.0002455141,0.0001681396],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001649526,"about_ca_system_score_gemma":0.0001102702,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006595615,"about_ca_topic_score_gemma":0.001095876,"domain_scores_codex":[0.9998389,0.00002100442,0.00001640126,0.0000387676,0.0000400648,0.00004477914],"domain_scores_gemma":[0.9987224,0.0006202505,0.0002532406,0.0001276848,0.0001152561,0.0001611342],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.002493425,0.0002161387,0.01412159,0.0001872391,0.00006154185,0.0008161549,0.0001928148,0.07490623,0.8892558,0.0002422655,0.0000896874,0.01741709],"study_design_scores_gemma":[0.0001113455,0.006350208,0.08469845,0.00005149631,0.0002431708,0.0003781875,0.0006283502,0.136963,0.7692903,0.0003042912,0.0008883347,0.00009272971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993299,0.00004928849,0.0004011355,0.000004228836,0.00000237464,0.00000130002,0.00001614257,0.00001640438,0.0001791779],"genre_scores_gemma":[0.9996194,0.00002796016,0.0002269602,0.000001662745,7.817099e-7,0.000001099148,0.0000131319,0.000004295749,0.0001046592],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001134236,"threshold_uncertainty_score":0.003794432,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01061695871259535,"score_gpt":0.189083167920533,"score_spread":0.1784662092079377,"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."}}