{"id":"W3129071914","doi":"10.1680/jgeot.20.p.023","title":"An analytical solution for self-weight consolidation based on one-dimensional small-strain consolidation wave theory","year":2021,"lang":"en","type":"article","venue":"Géotechnique","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Terzaghi's principle; Consolidation (business); Biot number; Geotechnical engineering; Mathematics; Mechanics; Pore water pressure; Physics; Geology","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":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.001073605,0.0001766373,0.0001942208,0.0001858432,0.0002524824,0.00007354465,0.0001284142,0.0002217847,0.001043187],"category_scores_gemma":[0.0001668013,0.0001724465,0.00009801102,0.0002191235,0.0001075629,0.000193439,0.00000820509,0.0002246842,0.00003590046],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003028316,"about_ca_system_score_gemma":0.0002516364,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009436937,"about_ca_topic_score_gemma":0.00001994694,"domain_scores_codex":[0.9983919,0.0003307959,0.0002750165,0.0004459137,0.0002508504,0.0003055519],"domain_scores_gemma":[0.9988152,0.0004054748,0.0001036999,0.0003429267,0.0001983859,0.0001342486],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001799777,0.001801798,0.006413151,0.0002797258,0.0002232019,0.0001592209,0.0004515477,0.004630263,0.04976035,0.06329184,0.07243801,0.7987511],"study_design_scores_gemma":[0.0004065836,0.0003945479,0.001882197,0.00006471607,0.00004726894,0.0000257064,0.00002281236,0.839089,0.1320019,0.01588844,0.0098912,0.0002856445],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03029511,0.00004636075,0.9547936,0.00482542,0.000298095,0.0009004286,0.0005261801,0.001276491,0.007038324],"genre_scores_gemma":[0.8401667,0.00001052977,0.1495124,0.007186607,0.0001431919,0.00002069816,0.002790993,0.00001170496,0.0001572209],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.8344587,"threshold_uncertainty_score":0.99987,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03106532723580508,"score_gpt":0.2502797320508068,"score_spread":0.2192144048150017,"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."}}