{"id":"W2054643925","doi":"10.1139/t05-083","title":"Cyclic behaviour of a sand steel plate interface","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Materials science; Shear (geology); Slip (aerodynamics); Displacement (psychology); Shear stress; Interface (matter); Simple shear; Amplitude; Structural engineering; Cyclic stress; Geology; Composite material; Engineering; Optics; Physics","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false,"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":[0.000299541,0.0003606294,0.0003696973,0.000508274,0.0003314176,0.0002782303,0.0003922422,0.0003238632,0.002726609],"category_scores_gemma":[0.001196155,0.0002208646,0.000183985,0.0002720407,0.0005925851,0.0002413069,0.0004295408,0.0003428287,0.0002666596],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002882042,"about_ca_system_score_gemma":0.0002455385,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001358161,"about_ca_topic_score_gemma":0.001828746,"domain_scores_codex":[0.9995342,0.00004390015,0.00002329821,0.00006089529,0.0002449219,0.00009259814],"domain_scores_gemma":[0.9992828,0.0001934817,0.0001147726,0.00008228447,0.0002287239,0.00009807484],"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":[0.0003081192,0.00007935404,0.002235383,0.00006186285,0.000009503419,0.0002086231,0.0001747894,0.0004283713,0.9923052,0.00005928873,0.00004940846,0.00408019],"study_design_scores_gemma":[0.00004103579,0.004317062,0.05234792,0.00002376492,0.00004278114,0.0004559169,0.0004852567,0.008989197,0.931506,0.00009748941,0.001660935,0.00003263594],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985506,0.00007773922,0.0008826513,0.000006443889,0.000006505786,0.00001655328,0.00003442338,0.00002803832,0.0003969331],"genre_scores_gemma":[0.9981633,0.00004863508,0.001070293,0.00001755593,0.000004054614,0.00001692577,0.00009513273,0.000008772269,0.0005754071],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002726609,"threshold_uncertainty_score":0.009121418,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006881134221394715,"score_gpt":0.2053035987748915,"score_spread":0.1984224645534968,"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."}}