{"id":"W4320718243","doi":"10.1139/cgj-2020-0710","title":"A novel short pile foundation system bonded to highly cemented layers for settlement control","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Foundation (evidence); Settlement (finance); Finite element method; Stiffness; Parametric statistics; Geology; Engineering; Structural engineering; Computer science","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":[0.0005897385,0.0001890172,0.0002378942,0.0006793796,0.0002025219,0.0001099718,0.0002340369,0.0001765529,0.00002207352],"category_scores_gemma":[0.0001347338,0.0001998379,0.0001165989,0.0008324044,0.00001540575,0.00008488166,0.00001460727,0.0003031367,0.00007102409],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008839739,"about_ca_system_score_gemma":0.0001199634,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005284763,"about_ca_topic_score_gemma":0.001118892,"domain_scores_codex":[0.9984135,0.00001327412,0.0004581402,0.0001970679,0.0002510677,0.0006669409],"domain_scores_gemma":[0.998738,0.00006745931,0.00002543608,0.0002145134,0.0001342797,0.0008203415],"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":[0.000009467316,0.000006347869,0.00000998507,0.00005245375,0.0000436485,0.00001087532,0.00001670162,0.9762141,0.005780417,0.0008099824,0.01463237,0.00241366],"study_design_scores_gemma":[0.0007189278,0.0001161744,0.0007795463,0.00009572401,0.00003777448,0.00005027639,0.00007956907,0.8914555,0.0001737337,0.0000495865,0.106163,0.0002801697],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01231004,0.00002402602,0.982148,0.001884428,0.001003174,0.0009104722,0.0002722634,0.001222191,0.000225422],"genre_scores_gemma":[0.9984146,0.00001221118,0.0007823782,0.000183999,0.000216172,0.0001763215,0.0001067891,0.00005951028,0.00004806279],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9861045,"threshold_uncertainty_score":0.8149154,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01428285470860673,"score_gpt":0.2187185537833185,"score_spread":0.2044356990747118,"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."}}