{"id":"W3045415477","doi":"","title":"Shear modulus of a saturated granular soil derived from resonant-column tests","year":2017,"lang":"en","type":"article","venue":"University of Maribor digital library (University of Maribor)","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Shear modulus; Consolidation (business); Materials science; Relative density; Bulk modulus; Shear (geology); Void ratio; Modulus; Composite material; Geotechnical engineering; Microstructure; Geology; Accounting","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":[0.0002250581,0.0002864288,0.0002301488,0.0007195484,0.0001891594,0.0002452023,0.0002490356,0.0001524735,0.00177042],"category_scores_gemma":[0.0005774918,0.0001940458,0.0001367764,0.0008605406,0.000460887,0.0001976241,0.0002924873,0.0001967919,0.0004927666],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003267714,"about_ca_system_score_gemma":0.000297521,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00576403,"about_ca_topic_score_gemma":0.01295524,"domain_scores_codex":[0.9997514,0.00001422456,0.00001770592,0.00004988657,0.0001282836,0.00003846331],"domain_scores_gemma":[0.9996834,0.00007657691,0.00005565242,0.00002702492,0.0001212747,0.00003602963],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004348374,0.00001872567,0.0198751,0.00009464532,0.00001961642,0.0001224285,0.0002114597,0.0008778927,0.9710625,0.0001022598,0.00006605242,0.007114543],"study_design_scores_gemma":[0.00002067438,0.0004731743,0.27464,0.00001757243,0.00006948498,0.0003098953,0.0004586569,0.003543758,0.7191502,0.0001360977,0.001147539,0.00003296373],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9976574,0.00008409814,0.001176288,0.000004613687,0.000002224167,0.000005976263,0.0003073548,0.00002447169,0.000737544],"genre_scores_gemma":[0.9985321,0.00008138378,0.0006300422,0.000005284011,8.289613e-7,0.000005184098,0.0003488191,0.000006359217,0.0003900794],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00576403,"threshold_uncertainty_score":0.01146096,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005157698047517068,"score_gpt":0.1354801459718945,"score_spread":0.1303224479243774,"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."}}