{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001238237,0.0003596728,0.0002210983,0.0002447778,0.0001937881,0.0002233165,0.0001641377,0.0001694103,0.001809643],"category_scores_gemma":[0.0001676673,0.0001239296,0.0001974511,0.0001875682,0.0002210993,0.0001505617,0.0001377686,0.0002363275,0.0002103078],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003615885,"about_ca_system_score_gemma":0.0002171904,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0063083,"about_ca_topic_score_gemma":0.01383907,"domain_scores_codex":[0.999835,0.000006894282,0.000008693176,0.00004433652,0.0000724174,0.00003258329],"domain_scores_gemma":[0.9997966,0.00005678118,0.0000390219,0.00001418651,0.00005102128,0.00004255594],"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":[0.00008663083,0.000007722639,0.0002192185,0.00002511883,0.000003872569,0.00002567936,0.00001671318,0.0002082157,0.9985928,0.000006862876,0.000006499381,0.0008004958],"study_design_scores_gemma":[0.000002846408,0.0002356959,0.005173234,0.000002536667,0.00001539317,0.00003936054,0.0000319162,0.0009019867,0.9930958,0.000004292152,0.00048919,0.000007642945],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998374,0.000256757,0.0005929071,0.000007724254,0.000009132957,0.000007386367,0.0001258863,0.00002279309,0.000603447],"genre_scores_gemma":[0.9975175,0.0001471619,0.0008636362,0.000009202025,0.000001686872,0.000006296349,0.0001282337,0.000008830415,0.001317542],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0063083,"threshold_uncertainty_score":0.01254314,"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."}}