{"id":"W2185589973","doi":"10.1139/cgj-2012-0357","title":"Uplift soil–pipe interaction in granular soil","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Division of Civil, Mechanical and Manufacturing Innovation","keywords":"Geotechnical engineering; Void ratio; Displacement (psychology); Geology; Softening; Modulus; Deformation (meteorology); Finite element method; Bilinear interpolation; Mechanics; Structural engineering; Materials science; Engineering; Mathematics; Composite material; Physics","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":[0.0001408787,0.0003645046,0.0003654759,0.0005789321,0.0004026261,0.0005838121,0.0006306677,0.000703057,0.00147178],"category_scores_gemma":[0.0005161382,0.0002739935,0.0003427421,0.0005426722,0.0005828525,0.0004386356,0.0006296095,0.0002473965,0.0001981757],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008241872,"about_ca_system_score_gemma":0.0005535257,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01239876,"about_ca_topic_score_gemma":0.008598658,"domain_scores_codex":[0.9998655,0.00001724951,0.000006517597,0.00002261493,0.0000450385,0.00004295161],"domain_scores_gemma":[0.9998235,0.00006997767,0.00004351087,0.00001672274,0.00002029293,0.00002603821],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00007925012,0.00006984254,0.005607627,0.00003606071,0.00001123781,0.0005915355,0.00006785789,0.9744067,0.01229821,0.002033887,0.0001735888,0.00462425],"study_design_scores_gemma":[0.000007290288,0.00003340601,0.003146863,0.000003475457,0.000004127089,0.00005141408,0.00003374098,0.9950243,0.001206689,0.0003649156,0.0001172404,0.000006478002],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9559242,0.00009030814,0.03608289,0.00007852574,0.000009997387,0.00002663703,0.0001436581,0.0002175709,0.007426169],"genre_scores_gemma":[0.9984695,0.00002919336,0.0006124418,0.000005629874,0.000001770772,0.000008278971,0.00003163818,0.00001203628,0.0008294496],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01239876,"threshold_uncertainty_score":0.0246532,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005631357919729274,"score_gpt":0.1876811636767396,"score_spread":0.1820498057570103,"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."}}