{"id":"W2059750651","doi":"10.1061/(asce)gt.1943-5606.0000709","title":"Tunnel-Pile Interaction Analysis Using Cavity Expansion Methods","year":2012,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Tehran University of Medical Sciences and Health Services","keywords":"Pile; Centrifuge; Geotechnical engineering; Bearing capacity; Jacking; Stiffness; Structural engineering; Parametric statistics; Lateral earth pressure; Engineering; Mathematics","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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":[0.0002609178,0.0004023333,0.0003353864,0.0006811744,0.0002335281,0.0003162327,0.0004804259,0.0004039623,0.003834984],"category_scores_gemma":[0.0007049708,0.0002477787,0.0004128032,0.0003741022,0.000241544,0.000415136,0.0005283364,0.0003846065,0.0005861784],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001752546,"about_ca_system_score_gemma":0.0004579031,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001226852,"about_ca_topic_score_gemma":0.001616774,"domain_scores_codex":[0.9998137,0.00004687118,0.000005535083,0.00002004775,0.00008807123,0.00002575849],"domain_scores_gemma":[0.9996463,0.0002097851,0.00003523205,0.00002667273,0.00007085998,0.00001108002],"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":[0.0001073848,0.00009285199,0.001280642,0.0001455297,0.00004174425,0.0002788911,0.0001542391,0.8021836,0.07791488,0.008131389,0.000818725,0.1088501],"study_design_scores_gemma":[0.000003675384,0.00003196247,0.0005383455,0.000005468686,0.000003618374,0.00008053545,0.0000246145,0.9927159,0.0047772,0.0007547456,0.001051511,0.00001248416],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05675081,0.00007170808,0.9380707,0.00001745021,0.000009239619,0.00004747975,0.00006882622,0.0005501347,0.004413806],"genre_scores_gemma":[0.7737274,0.0001369634,0.2202297,0.00002092949,0.00001245465,0.0001702139,0.0001231524,0.0001730742,0.005406063],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003834984,"threshold_uncertainty_score":0.0128293,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0110940892595004,"score_gpt":0.2550556362989643,"score_spread":0.2439615470394639,"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."}}