{"id":"W2292351177","doi":"10.1139/cgj-2015-0394","title":"Winkler load-transfer analysis for laterally loaded piles","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Elastic modulus; Embedment; Geotechnical engineering; Stiffness; Subgrade; Structural engineering; Linear elasticity; Elasticity (physics); Modulus; Boundary element method; Finite element method; Geology; Materials science; Mathematics; Engineering; Geometry; Composite material","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002679802,0.0002549199,0.0003600534,0.0004496434,0.0001534605,0.0001129051,0.0003971771,0.000340727,0.0003493596],"category_scores_gemma":[0.0001121346,0.000181671,0.0004204187,0.0004262744,0.00006781612,0.0001411016,0.00001043158,0.0004209466,0.00002100434],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005721092,"about_ca_system_score_gemma":0.000207323,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006092829,"about_ca_topic_score_gemma":0.003303999,"domain_scores_codex":[0.998343,0.00001695434,0.0004098933,0.0002215881,0.0002446754,0.000763895],"domain_scores_gemma":[0.9985431,0.0001140059,0.00001748896,0.0002934054,0.0001247787,0.0009072603],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003251388,0.00001351862,0.0002076669,0.00003998596,0.001378242,0.0001045555,0.00004022697,0.9403493,0.02204009,0.003748106,0.01109696,0.02094877],"study_design_scores_gemma":[0.004132181,0.000419916,0.031558,0.0002935572,0.001632943,0.0008231129,0.00003015881,0.1256586,0.006205907,0.02667046,0.7997951,0.002780036],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04338516,0.0003627314,0.9525989,0.002072458,0.0004736294,0.0001829987,0.0001044079,0.0004233177,0.0003964377],"genre_scores_gemma":[0.9980939,0.00007814967,0.0009573592,0.0002042258,0.000281763,0.00001734337,0.000005096503,0.00004946363,0.0003126934],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9547088,"threshold_uncertainty_score":0.7408329,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008392933107500805,"score_gpt":0.1919080478796588,"score_spread":0.183515114772158,"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."}}