{"id":"W2355892650","doi":"","title":"STUDY OF MECHANICAL BEHAVIOR OF DEEP-BURIED MARBLE AT JINPING II HYDROPOWER STATION","year":2010,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Brittleness; Geology; Rock mechanics; Compression (physics); Overburden pressure; Excavation; Hydropower; Friction angle; Mining engineering; Engineering; Materials science; Composite material","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001208117,0.000264477,0.0001910005,0.0006702822,0.0003511488,0.0001837416,0.0002725498,0.0003239846,0.0005657026],"category_scores_gemma":[0.000187534,0.0001948752,0.000120517,0.0002974683,0.0003180808,0.0001663836,0.0001952667,0.000201526,0.00009211099],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000252506,"about_ca_system_score_gemma":0.0002322404,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01063939,"about_ca_topic_score_gemma":0.0298034,"domain_scores_codex":[0.999936,0.000003758676,0.000002924511,0.00002013301,0.00002129173,0.00001581428],"domain_scores_gemma":[0.9998556,0.00001848771,0.00003050067,0.0000112326,0.00003337872,0.00005072068],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0003765807,0.0001567451,0.6320183,0.00007834165,0.00004030983,0.003881303,0.001939529,0.00489289,0.3397684,0.0001047659,0.0001621672,0.01658065],"study_design_scores_gemma":[0.000006970638,0.0001874042,0.9887092,0.000004222776,0.000008945859,0.0002372937,0.0005039375,0.004870482,0.005219052,0.00001655927,0.0002270636,0.000008911544],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9998073,0.000005692007,0.00005039346,0.000002674701,4.430659e-7,0.000001479075,0.00002634436,0.000002450234,0.0001032158],"genre_scores_gemma":[0.999579,0.000009274258,0.0001051341,0.000001793356,6.066875e-7,0.000001534248,0.00004918553,8.110715e-7,0.0002526046],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01063939,"threshold_uncertainty_score":0.02115494,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005096573010361427,"score_gpt":0.20912094094324,"score_spread":0.2040243679328785,"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."}}