{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001022094,0.0001350213,0.0002708829,0.0002635139,0.00009267205,0.00003953747,0.0001395074,0.00008242673,0.00002201892],"category_scores_gemma":[0.0007181875,0.0001419842,0.00009448787,0.0002434226,0.00001388545,0.0001210502,0.00006553328,0.0002623661,2.866625e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001570558,"about_ca_system_score_gemma":0.0000174395,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002959145,"about_ca_topic_score_gemma":2.65666e-7,"domain_scores_codex":[0.9987906,0.00004819429,0.000523924,0.0001944708,0.0002437408,0.0001991214],"domain_scores_gemma":[0.9990951,0.0004603805,0.00008774691,0.00006772587,0.0001901679,0.00009882322],"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":[0.0001327005,0.00008115578,0.00003866954,0.0001135059,0.0001248945,0.000001381663,0.00006911682,0.8128625,0.01572192,0.06285742,0.00003810407,0.1079587],"study_design_scores_gemma":[0.0006857617,0.0001427478,0.00005146657,0.00001797746,0.00004258546,0.00003574852,0.00002469342,0.9857625,0.0006725815,0.007685923,0.004731339,0.0001466311],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.009478008,0.0001929066,0.9891306,0.0003120591,0.0005100706,0.0002798469,0.00003233648,0.00004754001,0.00001659614],"genre_scores_gemma":[0.950415,0.000127565,0.04906699,0.00002978507,0.0001211636,0.0001321814,0.00006280505,0.00002919869,0.00001534399],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.940937,"threshold_uncertainty_score":0.5789948,"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."}}