{"id":"W2096784438","doi":"10.1061/9780784413401.048","title":"Influence of Leveling Pad Interface Properties on Soil Reinforcement Loads for Walls on Rigid Foundations","year":2014,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"Tongji University; National Natural Science Foundation of China","keywords":"Interface (matter); Reinforcement; Computer science; Structural engineering; Geotechnical engineering; Materials science; Engineering; Composite material; Wetting","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001295445,0.0001061918,0.0001165875,0.00005877015,0.00003494497,0.00001527794,0.00008937476,0.00005353455,0.000008442408],"category_scores_gemma":[0.0001629622,0.00008734722,0.00003578985,0.00007246666,0.00001674506,0.00006354925,0.00001208304,0.00007338534,0.00001820019],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004904098,"about_ca_system_score_gemma":0.000006438237,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002115608,"about_ca_topic_score_gemma":0.000008269828,"domain_scores_codex":[0.9994389,0.000005557291,0.0002051443,0.0001022281,0.0001106265,0.0001374731],"domain_scores_gemma":[0.999633,0.00007125736,0.00002095324,0.0001755816,0.00006704357,0.00003214657],"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":[0.000007233677,0.00001019049,0.000002282693,0.0001063798,0.000008511651,9.50731e-9,0.00008440526,0.9779443,0.01682002,0.003479743,0.00007412364,0.001462804],"study_design_scores_gemma":[0.0001855613,0.0001975518,0.0001292902,0.0001215214,0.000005333809,9.483532e-8,0.00001534705,0.9136422,0.08195703,0.00009534783,0.003531174,0.0001195007],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5968755,0.000005945258,0.4008182,0.00007334506,0.00005172643,0.0001590548,0.000001200307,0.0002168054,0.001798211],"genre_scores_gemma":[0.9991202,0.000006581424,0.0003706843,0.00003661771,0.00001851834,0.00005028676,0.000004330257,0.00001803705,0.000374733],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4022447,"threshold_uncertainty_score":0.3561916,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01788199521605085,"score_gpt":0.2265509002076053,"score_spread":0.2086689049915545,"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."}}