{"id":"W4286008963","doi":"10.1139/cgj-2021-0662","title":"Experimental investigation of vibration-induced shear resistance reduction in sheared granular soils","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; Shearing (physics); Shear (geology); Materials science; Geotechnical engineering; Soil water; Dry sand; Direct shear test; Granular material; Composite material; Geology; Acoustics; Physics; Soil science","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"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":[0.0002575517,0.0002855958,0.000292769,0.0002231501,0.0001677052,0.0001426503,0.0002348698,0.0002314155,0.001341024],"category_scores_gemma":[0.0004200964,0.0001531246,0.0001279302,0.0002386835,0.0003947139,0.0001417535,0.0002423248,0.0002866094,0.0001543198],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001408518,"about_ca_system_score_gemma":0.00009988582,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005122144,"about_ca_topic_score_gemma":0.0007229173,"domain_scores_codex":[0.9997974,0.00002997393,0.00001532122,0.00003714649,0.00008481536,0.0000352672],"domain_scores_gemma":[0.9997373,0.000073441,0.00006437525,0.0000346749,0.00005227705,0.00003792374],"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":[0.0002085489,0.00002693207,0.0005514288,0.00003986133,0.000003078211,0.00005762717,0.00004847259,0.0003084076,0.9978682,0.00001983912,0.00000798103,0.0008596899],"study_design_scores_gemma":[0.00003581323,0.002366922,0.01278283,0.000007749099,0.0000176354,0.0001013689,0.0001149561,0.002853731,0.9813178,0.00005387669,0.0003347103,0.00001265156],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986908,0.00005200921,0.001022636,0.000004996201,0.000003645857,0.000009468673,0.00004644573,0.00001352191,0.0001563843],"genre_scores_gemma":[0.9988011,0.00005729738,0.0008756246,0.000004964728,0.000001645685,0.00001009301,0.0000421911,0.000003263634,0.0002038193],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001341024,"threshold_uncertainty_score":0.004486144,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01160656009224159,"score_gpt":0.1962241686954661,"score_spread":0.1846176086032245,"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."}}