{"id":"W4395692657","doi":"10.21608/jaet.2024.266962.1271","title":"LATERAL LOAD ON SINGLE PILES: A COMPARATIVE STUDY BETWEEN EGYPTIAN CODE, CANADIAN CODE, AASHTO, INDIAN STANDARDS AND THEORETICAL APPROACH","year":2024,"lang":"en","type":"article","venue":"Journal of Advanced Engineering Trends","topic":"Soil Mechanics and Vehicle Dynamics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Structural engineering; Structural load; Engineering; Ultimate load; Displacement (psychology); Building code; Nonlinear system; Geotechnical engineering; Finite element method","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003701453,0.000288869,0.0004539634,0.0005926408,0.00005047635,0.0001480741,0.0001736797,0.0001047768,0.00001560655],"category_scores_gemma":[0.00002635953,0.0002622349,0.0000887793,0.000404847,0.0000335087,0.000197116,0.00001988064,0.0006678519,0.000001821113],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007044344,"about_ca_system_score_gemma":0.0001002105,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003965791,"about_ca_topic_score_gemma":0.0005733119,"domain_scores_codex":[0.99856,0.00002160736,0.0004166285,0.0001975193,0.0004141704,0.0003901342],"domain_scores_gemma":[0.999226,0.00008309472,0.0000394322,0.0001562194,0.00009708275,0.0003982122],"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":[0.0001298667,0.00021324,0.0008760834,0.0003383296,0.0011692,0.0007551213,0.01278979,0.8651253,0.0008010758,0.01016571,0.000637088,0.1069992],"study_design_scores_gemma":[0.002327283,0.002498024,0.006350271,0.0006505415,0.0002070156,0.0002350782,0.001632721,0.974531,0.0003388819,0.0003418442,0.009934587,0.0009527412],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9935865,0.0006108716,0.003359128,0.00006021258,0.0006100265,0.0001009313,0.0004015008,0.000154183,0.001116653],"genre_scores_gemma":[0.9985089,0.00003920362,0.001171385,0.000008152531,0.0001794966,0.000005598052,0.00001234688,0.00005667443,0.00001821776],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1094057,"threshold_uncertainty_score":0.999983,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01253455732468272,"score_gpt":0.256792230658194,"score_spread":0.2442576733335112,"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."}}