{"id":"W2565595925","doi":"10.1520/gtj20150253","title":"Effect of Fast Constant Loading Rates on the Global Behavior of Sand in Triaxial Compression","year":2016,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"ca_institutions":"Intertek (Canada)","funders":"","keywords":"Geotechnical engineering; Strain rate; Overburden pressure; Relative density; Materials science; Calcareous; Compression (physics); Stress (linguistics); Stiffness; Composite material; Geology; Microstructure","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004399409,0.0005320429,0.0003686531,0.0004791878,0.0002583419,0.0003154622,0.0002441353,0.0002499881,0.001708281],"category_scores_gemma":[0.0009907901,0.0002521925,0.0001914008,0.0005366806,0.0005615983,0.0003357465,0.0003205228,0.0003271012,0.0001852153],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002511545,"about_ca_system_score_gemma":0.0002562895,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002344701,"about_ca_topic_score_gemma":0.005636577,"domain_scores_codex":[0.9995766,0.00006437006,0.00004863618,0.00006044171,0.0001529681,0.00009692607],"domain_scores_gemma":[0.998916,0.0004037157,0.0002199014,0.0001213066,0.000198639,0.0001403995],"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":[0.0006894183,0.00005120814,0.001780356,0.00005842829,0.0000165954,0.0001027896,0.0001116689,0.0008616834,0.993699,0.00001732531,0.00002204965,0.002589489],"study_design_scores_gemma":[0.000008296756,0.001002851,0.03222298,0.000009411719,0.00002468271,0.0000662308,0.0001697314,0.001948635,0.9642254,0.00001108783,0.0002968776,0.00001393168],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990405,0.0001400483,0.0003130557,0.000008750739,0.000003544916,0.000009500722,0.00006661197,0.00001470628,0.0004031431],"genre_scores_gemma":[0.999236,0.0001176982,0.0002700511,0.000009072372,0.000001966121,0.00001057488,0.00006930474,0.0000084657,0.0002767738],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002344701,"threshold_uncertainty_score":0.005714715,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01823933992751438,"score_gpt":0.2571659838936384,"score_spread":0.238926643966124,"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."}}