{"id":"W2063618897","doi":"10.1520/gtj20120202","title":"A New Hollow Cylinder Torsional Shear Device for Stress/Strain Path Controlled Loading","year":2013,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"ca_institutions":"Carleton University","funders":"","keywords":"Stress path; Geotechnical engineering; Drainage; Shear stress; Structural engineering; Effective stress; Pore water pressure; Dynamic loading; Materials science; Geology; Shear (geology); Engineering; Composite material","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000764089,0.0003663496,0.000585405,0.0001511809,0.0002565226,0.0002419213,0.0004363214,0.0003815968,0.0001476649],"category_scores_gemma":[0.002366286,0.0003227396,0.0003208622,0.0003262111,0.00003114398,0.0002228832,0.00006400951,0.001275982,0.00005641907],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000135508,"about_ca_system_score_gemma":0.0001148773,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001597594,"about_ca_topic_score_gemma":6.194683e-7,"domain_scores_codex":[0.9976436,0.00003387886,0.0007763585,0.0002823746,0.0004275791,0.000836149],"domain_scores_gemma":[0.9978688,0.0009022224,0.0001187898,0.0002740328,0.0002213952,0.0006146965],"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":[0.00004119867,0.00006953042,0.00002072442,0.0001037841,0.0001465107,0.00003320623,0.00002961843,0.8918514,0.03140284,0.0009805975,0.005957257,0.06936328],"study_design_scores_gemma":[0.003681958,0.000246794,0.0003903159,0.0004465524,0.00007124566,0.0003156722,0.00003621809,0.9853154,0.0006724433,0.006480237,0.001793516,0.0005496095],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06150693,0.0006618227,0.9324991,0.0006775715,0.0009198207,0.001026748,0.00005196568,0.001950964,0.0007050868],"genre_scores_gemma":[0.8736849,0.00002103997,0.1247875,0.0001328051,0.001004043,0.00008757815,0.00001080542,0.0001125233,0.0001588249],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.812178,"threshold_uncertainty_score":0.9999225,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02166611058322188,"score_gpt":0.2264302798426489,"score_spread":0.204764169259427,"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."}}