{"id":"W4210759914","doi":"10.1139/cgj-2021-0373","title":"Mechanisms of shear strain accumulation in laboratory experiments on sands exhibiting cyclic mobility behavior","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Shear (geology); Geotechnical engineering; Materials science; Shear stress; Simple shear; Relative density; Overburden; Triaxial shear test; Shearing (physics); Cyclic stress; Strain rate; Direct shear test; Composite material; Geology; Microstructure","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000488549,0.0001663232,0.0002302291,0.0003982934,0.0001612133,0.00002994692,0.0002631138,0.0001466411,0.0003052755],"category_scores_gemma":[0.00007226619,0.0001876846,0.00008621319,0.0003795197,0.00002990669,0.00007756765,0.00003204459,0.001163737,0.000001411936],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008447017,"about_ca_system_score_gemma":0.0001474431,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009516073,"about_ca_topic_score_gemma":0.0003394598,"domain_scores_codex":[0.9985655,0.0000655558,0.0004526052,0.0001730761,0.0003236861,0.0004195975],"domain_scores_gemma":[0.9993087,0.00004751733,0.00005238478,0.0002243657,0.00002780129,0.0003392404],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000007423286,0.00002852164,0.00004938916,0.00001024471,0.000008647694,0.00007463522,0.00006342662,0.967582,0.02921833,0.001024125,0.00007302508,0.001860188],"study_design_scores_gemma":[0.005407562,0.001980541,0.2180879,0.0004025506,0.000121649,0.000873984,0.002672433,0.7022722,0.03042427,0.02340545,0.01135263,0.002998794],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9896446,0.0001356331,0.009031539,0.00009470384,0.0004001558,0.000236015,0.0001475782,0.0001420982,0.0001676291],"genre_scores_gemma":[0.9993623,0.000004959257,0.0004257979,0.00007666071,0.00003610161,0.00004412017,0.00001131955,0.00003275242,0.000005983739],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2653098,"threshold_uncertainty_score":0.7653555,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01718378862308135,"score_gpt":0.2494317748806093,"score_spread":0.2322479862575279,"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."}}