{"id":"W4366963996","doi":"10.1051/e3sconf/202338212001","title":"3-Dimensional Numerical Evaluation of Geosynthetic Encased Stone Columns in Unsaturated Soils","year":2023,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geotechnical engineering; Suction; Soil water; Stiffness; Boundary (topology); Geology; Materials science; Soil science; Engineering; Mathematics; Composite material; 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":[0.0005067888,0.00008655557,0.0002037343,0.0001715373,0.00001120808,0.000005514175,0.0000831544,0.00008468099,0.0001573392],"category_scores_gemma":[0.0002230266,0.00008510686,0.00003268737,0.0006050896,0.00004422477,0.00004169897,0.00001239648,0.00009397882,0.00001021182],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002546399,"about_ca_system_score_gemma":0.0002147,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009849803,"about_ca_topic_score_gemma":0.00005259774,"domain_scores_codex":[0.9990281,0.00005151195,0.0002979581,0.0001046485,0.0003798187,0.0001379759],"domain_scores_gemma":[0.9995214,0.0001413717,0.00003834638,0.0001118325,0.0001547938,0.0000322762],"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":[0.000004899644,0.0000212111,0.0004057104,0.00004186817,0.00001066999,6.609818e-7,0.00006619764,0.9837162,0.01070482,0.0005322953,0.00004625722,0.004449156],"study_design_scores_gemma":[0.0003052292,0.00003233318,0.03400692,0.00007446975,0.00001461878,5.674636e-7,0.00005793883,0.9607332,0.004215626,0.0003967608,0.00007641387,0.00008588661],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977874,0.0000925291,0.0003684367,0.00003932377,0.0001418925,0.0001345707,0.00001031723,0.0001581522,0.001267334],"genre_scores_gemma":[0.9998563,0.00002066404,0.00004265342,0.000001446779,0.000007875524,0.00001848711,0.00003169161,0.000008586041,0.00001227491],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03360121,"threshold_uncertainty_score":0.3470557,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02746745877574326,"score_gpt":0.2570920992277185,"score_spread":0.2296246404519753,"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."}}