{"id":"W4317628609","doi":"10.1520/gtj20210286","title":"A Multidirectional Cyclic Direct Simple Shear Device for Characterizing Dynamic Soil Behavior","year":2023,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"U.S. Nuclear Regulatory Commission","keywords":"Materials science; Shear (geology); Shear stress; Geotechnical engineering; Transducer; Load cell; Cyclic stress; Consolidation (business); Structural engineering; Direct shear test; Composite material; Mechanics; Geology; Engineering; Electrical engineering","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":[0.00021697,0.0003356535,0.0001618381,0.0007104087,0.0001728619,0.0001934447,0.000311117,0.0001862655,0.003260833],"category_scores_gemma":[0.0002433064,0.0002241226,0.0001006794,0.00033368,0.0002468186,0.0002912284,0.0003990489,0.0002419448,0.0003460884],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001477841,"about_ca_system_score_gemma":0.0002407647,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004700605,"about_ca_topic_score_gemma":0.002324575,"domain_scores_codex":[0.999803,0.00002343079,0.00001505662,0.00004407524,0.000095675,0.00001883561],"domain_scores_gemma":[0.9997311,0.00007234506,0.00004928412,0.00004844943,0.00006813121,0.00003052062],"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":[0.0001103409,0.00002311882,0.0056187,0.0001044311,0.000005776524,0.00005192732,0.00006554771,0.0003669706,0.9561598,0.0005150829,0.0004317854,0.03654657],"study_design_scores_gemma":[0.00003494296,0.0008468092,0.0441985,0.00003808638,0.00003429453,0.0004620722,0.000206318,0.01495941,0.9242067,0.0003357467,0.01460497,0.00007226216],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7880533,0.0006176979,0.1991116,0.0001160562,0.0001023513,0.0002792158,0.002586856,0.001672852,0.007459988],"genre_scores_gemma":[0.8764423,0.000228387,0.1197663,0.0000537239,0.00002019484,0.0002740814,0.0004886052,0.00004207277,0.002684413],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003260833,"threshold_uncertainty_score":0.01090854,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02662388877782654,"score_gpt":0.2674210111856525,"score_spread":0.2407971224078259,"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."}}