{"id":"W4298140458","doi":"10.1002/nag.3449","title":"Analytical solution for consolidation of sand‐filled nodular pile (SFNP) foundation and its engineering application","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Consolidation (business); Pile; Geotechnical engineering; Drainage; Pore water pressure; Foundation (evidence); Bearing capacity; Engineering; Geology; Geography","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003636724,0.000637423,0.0005812094,0.0007077766,0.0004065242,0.0006340173,0.0008155378,0.001460491,0.002409272],"category_scores_gemma":[0.00092635,0.0003500159,0.0006376056,0.0004966221,0.0006153868,0.0006057722,0.0005587704,0.0005401333,0.0004273928],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006377067,"about_ca_system_score_gemma":0.001277482,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01027653,"about_ca_topic_score_gemma":0.008740524,"domain_scores_codex":[0.9998263,0.00003523772,0.000008672729,0.00003204236,0.00006533823,0.00003242875],"domain_scores_gemma":[0.9997697,0.00006686452,0.00003090957,0.00001175031,0.0001087343,0.00001206126],"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":[0.0000240233,0.00004853936,0.001101596,0.0001704636,0.00001326102,0.0004077912,0.0001224631,0.9563408,0.01198726,0.01375451,0.000877475,0.01515172],"study_design_scores_gemma":[0.000003950132,0.00001166684,0.0001044669,0.000008325603,0.000002968766,0.00002988955,0.00002931764,0.9979722,0.0005136483,0.0007461005,0.0005732169,0.000004148729],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.09019376,0.001109066,0.8877902,0.0003532592,0.0001087603,0.0001536955,0.0001958713,0.0003156991,0.01977967],"genre_scores_gemma":[0.9282573,0.001182709,0.05509882,0.0000882142,0.00005239329,0.0001969105,0.000128413,0.00006592914,0.01492944],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01027653,"threshold_uncertainty_score":0.02043343,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02237720802627169,"score_gpt":0.3318635057457912,"score_spread":0.3094862977195195,"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."}}