{"id":"W2055002278","doi":"10.1139/t05-062","title":"Application of an effective stress design method to concrete piles driven in Mexico City clay","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Allowance (engineering); Stress (linguistics); Range (aeronautics); Geology; Civil engineering; Engineering","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008667239,0.0001927953,0.0003327837,0.0004086931,0.00005389519,0.0000300637,0.00040553,0.0003130454,0.0000186807],"category_scores_gemma":[0.0001487922,0.0002046818,0.00007880851,0.0004155965,0.0000231006,0.0001250215,0.00002196133,0.000840275,0.00001093027],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000557896,"about_ca_system_score_gemma":0.00009552915,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001756726,"about_ca_topic_score_gemma":0.002639785,"domain_scores_codex":[0.9985694,0.0001201331,0.0004271348,0.000207352,0.0001945024,0.0004814396],"domain_scores_gemma":[0.9985484,0.0001499257,0.00004647628,0.0002906391,0.00007734856,0.0008872458],"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":[0.000008359012,0.000005757002,0.00001523,0.00001012366,0.00001344682,0.00001396684,0.00004917242,0.9156693,0.005687188,0.0002627768,0.00007667826,0.07818803],"study_design_scores_gemma":[0.0002866571,0.0001558534,0.001335018,0.0000710575,0.00001438148,0.00006613191,0.00001837994,0.9745945,0.02004241,0.0003885677,0.002782157,0.0002449065],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05604426,0.00008597743,0.9428742,0.0002496872,0.00007728593,0.0004222234,0.00002934127,0.0001425479,0.00007447335],"genre_scores_gemma":[0.9478092,0.00001488209,0.05185056,0.0001080023,0.0001165576,0.00005583329,0.000004359697,0.00003738251,0.000003284162],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8917649,"threshold_uncertainty_score":0.834668,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008722352702756057,"score_gpt":0.2356379037566238,"score_spread":0.2269155510538677,"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."}}