{"id":"W1988934855","doi":"10.1139/t02-023","title":"Seismic passive resistance in soils for negative wall friction","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Cohesion (chemistry); Friction angle; Geotechnical engineering; Retaining wall; Passive resistance; Seismic analysis; Geology; Logarithm; Acceleration; Seismic loading; Peak ground acceleration; Seismology; Ground motion; Resistance (ecology); Mathematics; Physics; Classical mechanics","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":[0.0001665671,0.0001561829,0.0001890413,0.0002861044,0.0001163713,0.00005283884,0.0001788391,0.000245447,0.00007159254],"category_scores_gemma":[0.0002719239,0.0001677204,0.00008877962,0.0003630078,0.00003045758,0.0001375936,0.000005836291,0.0006058936,0.0000187582],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008024031,"about_ca_system_score_gemma":0.00004496613,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007116494,"about_ca_topic_score_gemma":0.008708948,"domain_scores_codex":[0.9988515,0.00001962451,0.0003400558,0.0001554049,0.0001278867,0.0005054884],"domain_scores_gemma":[0.9992353,0.00009309404,0.00003448302,0.0001517762,0.00007368846,0.0004116097],"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":[0.000003143968,0.00000854246,0.00001159744,0.00002071785,0.000009850021,0.00001852637,0.00009394801,0.9882463,0.00006374126,0.0003879764,0.007329462,0.003806183],"study_design_scores_gemma":[0.0004192039,0.00003336376,0.001247864,0.00008091018,0.000008765734,0.00003084147,0.00002503127,0.9429018,0.00006121983,0.003790624,0.05117012,0.0002302816],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1968291,0.003521355,0.7732081,0.01185981,0.002223718,0.001838031,0.0001511917,0.001523738,0.008844928],"genre_scores_gemma":[0.9985315,0.0001882627,0.0007539355,0.0001288274,0.0001175478,0.00004517991,0.000004040066,0.00003730639,0.0001934345],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8017024,"threshold_uncertainty_score":0.6839438,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0102216138802116,"score_gpt":0.188327108030801,"score_spread":0.1781054941505895,"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."}}