{"id":"W2030055208","doi":"10.1139/t02-114","title":"New consolidation equation for soilcement pile improved ground","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Pile; Geotechnical engineering; Pore water pressure; Compressibility; Soil water; Geology; Engineering; Soil 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002822358,0.0002892047,0.0003971517,0.0005092956,0.0002405965,0.0005894413,0.0006547025,0.0007814592,0.004506934],"category_scores_gemma":[0.0007850527,0.0001909588,0.0003567935,0.0003763188,0.0005206121,0.0008670024,0.000440677,0.0006529363,0.0006695974],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001119231,"about_ca_system_score_gemma":0.0007991936,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006712636,"about_ca_topic_score_gemma":0.008219207,"domain_scores_codex":[0.9997779,0.00002352908,0.00001622607,0.00003773379,0.0001139517,0.00003068947],"domain_scores_gemma":[0.9997632,0.00004984598,0.0000364793,0.00001656985,0.0001240614,0.000009838384],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00005123587,0.00006810669,0.004709421,0.0002211268,0.00002262253,0.000688241,0.0004964422,0.6870807,0.05195631,0.1930129,0.005384458,0.05630846],"study_design_scores_gemma":[0.00001394714,0.00002483478,0.001129305,0.00001584979,0.00001130663,0.0002234758,0.00004879337,0.9786632,0.004465649,0.007314904,0.008070764,0.00001803256],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1000044,0.001027695,0.8564743,0.0008678553,0.0002169771,0.0002619729,0.000819682,0.0003831781,0.039944],"genre_scores_gemma":[0.8655172,0.001248825,0.06508317,0.0002978191,0.00009907646,0.0002887372,0.0006187485,0.0001393988,0.06670706],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006712636,"threshold_uncertainty_score":0.01507723,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01549977009909304,"score_gpt":0.207484052856355,"score_spread":0.191984282757262,"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."}}