{"id":"W1929886869","doi":"10.1139/t08-003","title":"A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":161,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Levee; Pile; Geotechnical engineering; Foundation (evidence); Settlement (finance); Deformation (meteorology); Stress (linguistics); Finite element method; Engineering; Soil water; Compression (physics); Geology; Structural engineering; Materials science","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":[0.0002974449,0.0002418738,0.0002715498,0.0002576462,0.0004241077,0.00004057307,0.0002344963,0.0003888367,0.0003132251],"category_scores_gemma":[0.0001858174,0.0002347586,0.0001664023,0.0001956553,0.0001642261,0.0001000572,0.00002006637,0.0007775272,0.00004019345],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005261059,"about_ca_system_score_gemma":0.0002284335,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000149281,"about_ca_topic_score_gemma":0.000111147,"domain_scores_codex":[0.9982075,0.00003503058,0.0004438192,0.0002367611,0.0003752885,0.0007015845],"domain_scores_gemma":[0.9985676,0.0001352369,0.0000446571,0.0002434675,0.0001238085,0.0008851711],"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":[0.00003249334,0.00005419793,0.000007133881,0.00001876278,0.00003001877,0.00003207771,0.00001590273,0.9805828,0.001967444,0.007499652,0.006600751,0.003158813],"study_design_scores_gemma":[0.0008721896,0.0002187799,0.001593829,0.0001383663,0.00003045302,0.0003361428,0.000005358444,0.9840632,0.0004159044,0.007579195,0.004371113,0.0003754654],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1944704,0.0002743582,0.7985782,0.002506314,0.001329645,0.0007994213,0.0001048696,0.0009513972,0.0009853913],"genre_scores_gemma":[0.9981397,0.00003536265,0.001005622,0.0004227511,0.0002176974,0.00002970644,0.00004961057,0.00006069695,0.00003883495],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8036693,"threshold_uncertainty_score":0.9573179,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01938013028027516,"score_gpt":0.2164058631095376,"score_spread":0.1970257328292625,"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."}}