{"id":"W2894920896","doi":"10.1061/(asce)gm.1943-5622.0001300","title":"Bearing Capacity of a Group of Stone Columns in Soft Soil Subjected to Local or Punching Shear Failures","year":2018,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"ca_institutions":"Concordia University; Golder Associates (Canada)","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Settlement (finance); Punching; Foundation (evidence); Structural engineering; Shear (geology); Bearing (navigation); Engineering; Geology; Computer science; 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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004045128,0.00009865579,0.0002432667,0.0002928795,0.00001382941,0.00001460392,0.0002973462,0.00009038405,0.00005355923],"category_scores_gemma":[0.0003092162,0.00009637039,0.00006983128,0.0002479808,0.00002740386,0.0001247623,0.00005329723,0.0002271478,0.000002618549],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000134196,"about_ca_system_score_gemma":0.00003414465,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003016582,"about_ca_topic_score_gemma":0.0009105961,"domain_scores_codex":[0.9988074,0.00001618906,0.0005345648,0.00008137387,0.0004169286,0.0001435137],"domain_scores_gemma":[0.9992133,0.00007090887,0.0001250753,0.00009312492,0.0004278642,0.00006977074],"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":[0.0001236254,0.00008015,0.0001165161,0.00005639867,0.00008616562,0.00001228161,0.0009079237,0.9193898,0.06959318,0.0006569408,0.0000320548,0.008944924],"study_design_scores_gemma":[0.001262872,0.0006987188,0.003335912,0.0007465726,0.00002632991,0.0001118036,0.0004397742,0.9601616,0.03029484,0.001830513,0.00082844,0.0002626634],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5414551,0.00002315164,0.4580401,0.00004037507,0.000360219,0.00003793413,0.000006204489,0.00001914164,0.00001772784],"genre_scores_gemma":[0.9967513,0.00002013924,0.003083379,0.00001299207,0.0001050773,0.000001240806,0.000001920666,0.00001848876,0.000005474269],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4552962,"threshold_uncertainty_score":0.392987,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01089045723151563,"score_gpt":0.2261106209326883,"score_spread":0.2152201637011726,"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."}}