{"id":"W2972018157","doi":"10.1139/cgj-2019-0274","title":"Effect of ground improvement on the lateral resistance of closed-end steel pipe piles in a coal ash pond","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Ministerio de Ciencia, Tecnología, Conocimiento e Innovación","keywords":"Geotechnical engineering; Pile; Reinforcement; Bending moment; Coal; Stiffness; Structural engineering; Coal mining; Bending; Structural load; Head (geology); Engineering; Geology; Waste management","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":[0.0001605444,0.0004442495,0.000230212,0.0002391769,0.0002121423,0.0002538805,0.0002937277,0.0003509289,0.001414182],"category_scores_gemma":[0.0005238289,0.0001847094,0.0002484095,0.00009992498,0.0003545615,0.0002850743,0.0005498566,0.0002504612,0.0002197865],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001543772,"about_ca_system_score_gemma":0.0001537409,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005346307,"about_ca_topic_score_gemma":0.0017405,"domain_scores_codex":[0.9997993,0.00004261463,0.00001210883,0.00002544835,0.00007452258,0.00004605662],"domain_scores_gemma":[0.9997079,0.00006295224,0.00008285418,0.00002938796,0.00005266914,0.00006421701],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0006890157,0.0001668628,0.005805576,0.00009368861,0.00002506289,0.0002808905,0.0001069915,0.005442242,0.9765499,0.00003591131,0.00003083944,0.01077303],"study_design_scores_gemma":[0.00007631385,0.008032167,0.1223134,0.00002451586,0.0001199932,0.0003648063,0.000572768,0.0141602,0.852981,0.0001027771,0.001211834,0.00004022892],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999062,0.00001315789,0.0007237111,0.000004039869,0.000001829046,0.000005323634,0.00000753313,0.00002390843,0.0001584894],"genre_scores_gemma":[0.9990906,0.0000108685,0.0006691015,0.000003735851,7.801631e-7,0.000002010451,0.0000155614,0.000004303109,0.0002029379],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001414182,"threshold_uncertainty_score":0.00473088,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0039418731012688,"score_gpt":0.1840764198798762,"score_spread":0.1801345467786074,"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."}}