{"id":"W2893333239","doi":"10.3390/app8101721","title":"Theoretical and Numerical Analyses of Earth Pressure Coefficient along the Centerline of Vertical Openings with Granular Fills","year":2018,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Degree Rankine; Lateral earth pressure; Geotechnical engineering; Overburden pressure; Geology; Mechanics; Granular material; Pressure coefficient; Physics; Thermodynamics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005042937,0.0004475543,0.00043846,0.001643345,0.000609264,0.0011379,0.0008049069,0.00123912,0.002108604],"category_scores_gemma":[0.00262442,0.0002996138,0.0008257385,0.0007703878,0.00183428,0.001178257,0.0007089069,0.0008769308,0.0002571881],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007012585,"about_ca_system_score_gemma":0.0005717474,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005598756,"about_ca_topic_score_gemma":0.00224409,"domain_scores_codex":[0.9997637,0.00004189632,0.00001325822,0.00005284042,0.00006822854,0.0000602097],"domain_scores_gemma":[0.9992809,0.0003383595,0.0001344879,0.00004781806,0.0001504766,0.0000480799],"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":[0.00007559532,0.00007930894,0.00543865,0.0003359364,0.00002581255,0.0007992068,0.0004211615,0.8613045,0.01089854,0.1028882,0.001395659,0.01633745],"study_design_scores_gemma":[0.000004172698,0.00001535541,0.0008425739,0.00002434706,0.000006111806,0.000068971,0.00007889065,0.9899675,0.0007660098,0.007485575,0.0007245957,0.00001604265],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5812992,0.005534554,0.3282292,0.001679615,0.0003197097,0.0001229534,0.0004562649,0.0004876189,0.081871],"genre_scores_gemma":[0.979106,0.001429755,0.01480119,0.00006766111,0.0000755131,0.0000583515,0.00009889773,0.0000659029,0.004296802],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005598756,"threshold_uncertainty_score":0.01113236,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00927485134880755,"score_gpt":0.2346461430920199,"score_spread":0.2253712917432124,"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."}}