{"id":"W2917339039","doi":"10.1680/jgeot.18.p.017","title":"Dynamic properties of a sand–nanoclay composite","year":2019,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Thixotropy; Materials science; Consolidation (business); Composite material; Composite number; Pore water pressure; Shearing (physics); Grain size; Overburden pressure; Stiffness; Geotechnical engineering; Shear (geology); Modulus; Shear modulus; Geology","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001021975,0.0001328275,0.00021495,0.00008850579,0.00001140263,0.000007438906,0.0001708251,0.0001642142,0.00001805513],"category_scores_gemma":[0.000008182401,0.0001220147,0.0000652614,0.0001575792,0.0000157975,0.00004627149,0.00003489779,0.000225259,0.00004541552],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003741261,"about_ca_system_score_gemma":0.000008934158,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000008508705,"about_ca_topic_score_gemma":7.060063e-7,"domain_scores_codex":[0.9993809,0.000008304796,0.0001957095,0.0001156194,0.0001109662,0.0001884666],"domain_scores_gemma":[0.999593,0.000009444229,0.00001963696,0.0003110468,0.00002595766,0.00004086726],"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":[0.000004578255,0.00001195687,0.000007549454,0.0002348518,0.00001457973,0.000001241151,0.00003806834,0.05015973,0.9468455,0.0004725819,0.00004984455,0.002159572],"study_design_scores_gemma":[0.0001278814,0.00005360025,0.00006728235,0.0001978336,0.000006745178,0.00001038542,0.000004269829,0.3013836,0.6965168,0.0002670595,0.001172291,0.0001921636],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9328025,0.0004974594,0.061159,0.00004089963,0.0002487335,0.0003887614,0.000006205275,0.00179361,0.003062849],"genre_scores_gemma":[0.9966015,0.00007202512,0.003091777,0.00001425235,0.000006207369,0.00002935654,0.000002439621,0.00003828154,0.0001442216],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2512239,"threshold_uncertainty_score":0.4975617,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004202711537396352,"score_gpt":0.1672095059558268,"score_spread":0.1630067944184305,"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."}}