{"id":"W3183857219","doi":"10.1080/17486025.2021.1940316","title":"Pseudo-static internal stability analysis of geosynthetic-reinforced earth slopes using horizontal slices method","year":2021,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"ca_institutions":"Geomechanica (Canada); Rocscience (Canada)","funders":"","keywords":"Geotechnical engineering; Eccentricity (behavior); Geology; Internal forces; Structural engineering; Stability (learning theory); Slope stability analysis; Seismic analysis; Mechanically stabilized earth; Horizontal and vertical; Slope stability; Seismic loading; Retaining wall; Geometry; Mathematics; Engineering; Computer science","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0001790674,0.0004833784,0.0001919464,0.000396007,0.0001149521,0.0002659264,0.0003361722,0.0001618727,0.001171654],"category_scores_gemma":[0.000354874,0.0001476339,0.0004489678,0.0001981264,0.0003921893,0.0002868877,0.0003283942,0.0002061247,0.0001391552],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001638551,"about_ca_system_score_gemma":0.0002601443,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001622439,"about_ca_topic_score_gemma":0.001338227,"domain_scores_codex":[0.9999331,0.00001849397,0.000003253403,0.000009703958,0.00002826095,0.000007243476],"domain_scores_gemma":[0.9998966,0.0000309375,0.00003369725,0.00000799916,0.0000249034,0.000005705043],"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":[0.00006577766,0.00001401189,0.002748336,0.0001305586,0.00004708576,0.0002265015,0.0001018137,0.8990288,0.02672199,0.0382742,0.0004365312,0.03220447],"study_design_scores_gemma":[0.000001517267,0.00003580694,0.0005994933,0.000007830243,0.000004730252,0.00002402264,0.00001755795,0.9953586,0.001353773,0.00227755,0.0003144411,0.000004647436],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1277763,0.0003832788,0.8649394,0.00005022137,0.00002739153,0.00002684557,0.00006516773,0.0001124519,0.006618909],"genre_scores_gemma":[0.9787098,0.0003378582,0.01876491,0.00001337491,0.00001420289,0.00003409599,0.00006899229,0.00003214056,0.002024562],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001622439,"threshold_uncertainty_score":0.003919542,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01085844780545578,"score_gpt":0.2213662193333013,"score_spread":0.2105077715278455,"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."}}