{"id":"W3137509870","doi":"10.1139/cgj-2020-0623","title":"Study on horizontal bearing characteristics of pile foundations in coral sand","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Science Foundation of Chongqing; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Pile; Breakage; Geology; Coral; Bending moment; Bearing capacity; Displacement (psychology); Foundation (evidence); Materials science; Engineering; Structural engineering; 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":[0.0002596289,0.0001436426,0.0002812983,0.0002644026,0.00006972971,0.00005283297,0.0001880178,0.0001555048,0.00005495895],"category_scores_gemma":[0.0002304032,0.0001604265,0.00007891079,0.0003607893,0.00001994747,0.00006007081,0.00002450135,0.0009582432,0.0000135775],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003275133,"about_ca_system_score_gemma":0.0002382205,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006508508,"about_ca_topic_score_gemma":0.00289137,"domain_scores_codex":[0.9988216,0.00002968892,0.0004391508,0.0001405403,0.0001945345,0.0003744689],"domain_scores_gemma":[0.9992101,0.00005290665,0.00003504227,0.0002393346,0.0000726697,0.0003900044],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00005927201,0.001256155,0.008173857,0.0001724976,0.000387771,0.01014928,0.001066211,0.856829,0.01283531,0.007693555,0.002051032,0.09932599],"study_design_scores_gemma":[0.006326127,0.003056226,0.5541024,0.001398228,0.0002431947,0.00296986,0.002445092,0.3936212,0.006494193,0.003327788,0.02314223,0.002873377],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9946089,0.00006979537,0.003740104,0.0001177755,0.0006084239,0.0001217595,0.00003037007,0.0000844329,0.000618417],"genre_scores_gemma":[0.9996436,0.00002657561,0.0001401843,0.00002649288,0.00009871679,0.000006624082,0.000008693346,0.00002986716,0.00001921119],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5459286,"threshold_uncertainty_score":0.6542002,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01641101388543757,"score_gpt":0.2229747863454336,"score_spread":0.2065637724599961,"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."}}