{"id":"W3114076995","doi":"10.1002/nag.3176","title":"One‐dimensional consolidation of layered soils under ramp load based on continuous drainage boundary","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; China Scholarship Council; National Natural Science Foundation of China","keywords":"Consolidation (business); Drainage; Pore water pressure; Impervious surface; Soil water; Geotechnical engineering; Boundary value problem; Geology; Stratification (seeds); Soil science; Mathematics; Mathematical analysis","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":[0.0007381992,0.0001865703,0.0004256433,0.000148709,0.00005094076,0.00008074412,0.0002414103,0.0001650222,0.00004861973],"category_scores_gemma":[0.001154775,0.0001818424,0.0001734277,0.0002152724,0.00003788288,0.000075158,0.00005018685,0.0005312206,0.000003235703],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001239799,"about_ca_system_score_gemma":0.00007944182,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003239574,"about_ca_topic_score_gemma":3.07673e-7,"domain_scores_codex":[0.9983765,0.00008023112,0.0005810354,0.0002194309,0.0004807423,0.00026199],"domain_scores_gemma":[0.9986224,0.0007098366,0.00008852365,0.00009378685,0.0002402458,0.0002451896],"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":[0.0003007652,0.0001690405,0.000003134016,0.00006739439,0.000170718,0.00002213101,0.00005670421,0.8837109,0.005045204,0.04233967,0.0001286609,0.06798572],"study_design_scores_gemma":[0.001011882,0.0003043701,0.0000153311,0.00009000752,0.00002858068,0.00001472042,0.00002965725,0.9623592,0.002024823,0.03176531,0.002168488,0.0001876181],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.004745757,0.0001195213,0.9917808,0.002301962,0.0006595082,0.0001204519,0.00003302567,0.00007071885,0.000168319],"genre_scores_gemma":[0.8994537,0.00003586629,0.09933449,0.000925448,0.0001767064,0.000009997192,0.00001133811,0.00003624674,0.00001623544],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.8947079,"threshold_uncertainty_score":0.7415316,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03358801305691948,"score_gpt":0.3267696017582359,"score_spread":0.2931815887013164,"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."}}