{"id":"W4392520645","doi":"10.1061/9780784485323.030","title":"Design of Geosynthetic MSE Walls Supporting Bridge Abutment Footings Using the Stiffness Method","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Stiffness; Structural engineering; Geotechnical engineering; Engineering; Mechanically stabilized earth; Abutment; Reinforcement","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006839557,0.0001324231,0.0001554768,0.00006502019,0.00003744082,0.00004530545,0.0001218739,0.00006371072,0.00004803711],"category_scores_gemma":[0.00006417946,0.00009410568,0.00006210284,0.0002712697,0.00001801713,0.00006155844,0.00002193457,0.0001404861,0.000005485222],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005309115,"about_ca_system_score_gemma":0.00001650761,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005982611,"about_ca_topic_score_gemma":0.000001140704,"domain_scores_codex":[0.9991181,0.00003632864,0.0003147061,0.0001465728,0.0001558246,0.0002284208],"domain_scores_gemma":[0.9994065,0.0003134821,0.00002081195,0.0001892679,0.00003090229,0.00003902107],"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":[0.000001015935,0.000005962814,0.000001289428,0.0001818308,0.0000262285,0.000002455309,0.0003191565,0.9532079,0.02796534,0.0008507547,0.00002762432,0.01741048],"study_design_scores_gemma":[0.00004389364,0.00001117077,0.00008923251,0.00009491923,0.00003847188,0.0000124634,0.00003811958,0.9884118,0.01055884,0.0003201603,0.0002662324,0.0001146478],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0619633,0.0003013996,0.9365261,0.00005202841,0.0002170109,0.0001877959,0.000002163254,0.0005878792,0.0001622994],"genre_scores_gemma":[0.9872396,0.00002165132,0.0125983,0.000007366357,0.00002910094,0.00001199492,0.000001867114,0.00004098591,0.00004916654],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9252763,"threshold_uncertainty_score":0.3837518,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02954639042932898,"score_gpt":0.2821211779556939,"score_spread":0.2525747875263649,"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."}}