{"id":"W2045707322","doi":"10.1061/(asce)gm.1943-5622.0000175","title":"Mode of Failure of a Group of Stone Columns in Soft Soil","year":2013,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":87,"is_retracted":false,"has_abstract":true,"ca_institutions":"Golder Associates (Canada); Concordia University","funders":"","keywords":"Shearing (physics); Column (typography); Structural engineering; Failure mode and effects analysis; Geotechnical engineering; Parametric statistics; Punching; Group (periodic table); Engineering; Mathematics; Mechanical engineering","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003223394,0.0003699732,0.0002932288,0.0005931748,0.0003421497,0.0003939478,0.000529,0.0004948404,0.001101848],"category_scores_gemma":[0.0007240605,0.0002087698,0.000333618,0.0001921586,0.000563057,0.0002283782,0.0004064276,0.0002178722,0.0001580728],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003373764,"about_ca_system_score_gemma":0.0003949698,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00222129,"about_ca_topic_score_gemma":0.003383904,"domain_scores_codex":[0.9998608,0.00001483914,0.00000769895,0.00002493254,0.00005322509,0.00003837705],"domain_scores_gemma":[0.9995023,0.0001829441,0.000120774,0.00005279719,0.0000571655,0.00008388429],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0008310912,0.0001483193,0.05164177,0.0001768071,0.0000797493,0.002070409,0.000676111,0.7410676,0.1775062,0.001777166,0.0002788915,0.0237459],"study_design_scores_gemma":[0.00003586134,0.00128642,0.02448583,0.00002337529,0.00004003575,0.0004884778,0.0004625249,0.9297699,0.04209938,0.0009154584,0.0003481292,0.00004451411],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9936799,0.00001841335,0.005797133,0.000004410484,0.000001978208,0.00001345913,0.00003068358,0.00003411418,0.0004198698],"genre_scores_gemma":[0.99848,0.00001119218,0.001244493,0.000001656706,3.401117e-7,0.000007006579,0.00001328191,0.000002362093,0.0002395932],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00222129,"threshold_uncertainty_score":0.004416704,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004044272057117626,"score_gpt":0.2014330470777801,"score_spread":0.1973887750206625,"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."}}