{"id":"W3115224551","doi":"","title":"Earth Pressure on Walls Retaining Overconsolidated Collapsible Soils Subjected to Partial","year":2020,"lang":"en","type":"dissertation","venue":"Spectrum Research Repository (Concordia University)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Soil water; Degree of saturation; Cohesion (chemistry); Lateral earth pressure; Geology; Saturation (graph theory); Environmental science; Soil science; Mathematics","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":[0.0002771013,0.0004352566,0.0005435651,0.001000158,0.0003835145,0.0001936295,0.0006328683,0.0006047217,0.0000739348],"category_scores_gemma":[0.0002771776,0.0005381796,0.0001781018,0.002227889,0.00005805146,0.0001738255,0.00009178901,0.001676524,0.000135762],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003763324,"about_ca_system_score_gemma":0.0004045913,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001018523,"about_ca_topic_score_gemma":0.001712461,"domain_scores_codex":[0.9968652,0.0002602313,0.0003445323,0.0007565845,0.0008759866,0.00089751],"domain_scores_gemma":[0.9982245,0.0002145038,0.00006348726,0.0006351201,0.000248941,0.0006134686],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.003156823,0.0002626935,0.00124285,0.00242752,0.001577079,0.002426253,0.003401932,0.7458236,0.2153802,0.01055275,0.0116739,0.002074378],"study_design_scores_gemma":[0.001706786,0.001775037,0.01650509,0.000982227,0.0002810689,0.0000136642,0.001554087,0.08585344,0.4433822,0.0001039849,0.4457701,0.002072309],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8282255,0.0001179698,0.0002180414,0.0001402354,0.00111456,0.0009520971,0.00004247851,0.001381376,0.1678077],"genre_scores_gemma":[0.9788938,0.00008430799,0.00001923334,0.000007485342,0.0002886794,0.00001321865,0.0002634708,0.0001261195,0.02030372],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6599702,"threshold_uncertainty_score":0.999707,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0187632936725003,"score_gpt":0.244867026006928,"score_spread":0.2261037323344277,"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."}}