{"id":"W2587708964","doi":"10.1139/cgj-2016-0358","title":"Seismic performance of soil-nailed walls using a 1<i>g</i> shaking table","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Earthquake shaking table; Wedge (geometry); Geotechnical engineering; Deformation (meteorology); Structural engineering; Inflection point; Geology; Displacement (psychology); Seismic analysis; Geometry; Mathematics; Engineering","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":[0.0003536275,0.0001739621,0.0002697671,0.0001907963,0.0004457276,0.0001419458,0.0005641075,0.000229848,0.0000589623],"category_scores_gemma":[0.0002304979,0.0001799726,0.0000936803,0.0001308876,0.00009148707,0.0003077422,0.00004106792,0.0006342159,0.000008308915],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003503923,"about_ca_system_score_gemma":0.0002359686,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004280396,"about_ca_topic_score_gemma":0.001005301,"domain_scores_codex":[0.9987283,0.00001205033,0.000390753,0.0001365469,0.0002010944,0.0005312904],"domain_scores_gemma":[0.9988144,0.00002448358,0.0001140081,0.0004682663,0.00009836238,0.0004804888],"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":[0.000002352393,0.000004383519,0.0003571258,0.00003519301,0.0000190599,0.0000143741,0.00001530071,0.9939535,0.001841257,0.00003394646,0.0001939644,0.003529547],"study_design_scores_gemma":[0.0001871787,0.00003337112,0.004207161,0.0002143217,0.0000223867,0.0001751072,0.000005759005,0.9904791,0.0007309716,0.00008272276,0.003649278,0.0002126368],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9698802,0.0002425685,0.02831855,0.0001219062,0.0004867829,0.0001025531,0.00001349144,0.0001402596,0.0006936808],"genre_scores_gemma":[0.9991291,0.0001509408,0.000464657,0.00003079393,0.0001386451,0.000002923668,0.000001692249,0.00004320089,0.00003807074],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02924887,"threshold_uncertainty_score":0.7339071,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0130727083348108,"score_gpt":0.2058550364649205,"score_spread":0.1927823281301097,"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."}}