{"id":"W3127705335","doi":"10.1139/cgj-2019-0356","title":"Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Monotonic function; Geotechnical engineering; Triaxial shear test; Cyclic stress; Stress (linguistics); Materials science; Compression (physics); Structural engineering; Mathematics; Geology; Engineering; Composite material; Mathematical analysis","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006190956,0.0003052875,0.0001611993,0.001322197,0.0001880024,0.0002997906,0.0004225772,0.0003344631,0.0008815612],"category_scores_gemma":[0.00343418,0.0002120381,0.0001439985,0.000990606,0.0006102055,0.000408626,0.000374657,0.0002579725,0.0001619715],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002423576,"about_ca_system_score_gemma":0.0003307119,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001851407,"about_ca_topic_score_gemma":0.004968259,"domain_scores_codex":[0.9993526,0.0000828629,0.00006952514,0.0001085686,0.0003188989,0.00006747116],"domain_scores_gemma":[0.9964766,0.001150158,0.0009286769,0.0003004112,0.0009696938,0.0001745052],"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":[0.0005081422,0.0001586525,0.1411756,0.0002748378,0.0000528754,0.0007852762,0.000891025,0.01005994,0.8014579,0.0002666829,0.0001522412,0.04421676],"study_design_scores_gemma":[0.00001136514,0.0008015029,0.615611,0.0000307253,0.00006177185,0.001010857,0.000774918,0.03451677,0.3460546,0.0002608587,0.000781512,0.00008419764],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9953315,0.0001813438,0.003315832,0.00001358753,0.000003614957,0.00001991893,0.0001075111,0.00003576245,0.0009910471],"genre_scores_gemma":[0.9989157,0.00005656589,0.0007362602,0.0000075223,0.000001139813,0.000009897179,0.00008109453,0.000005382753,0.0001863659],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001851407,"threshold_uncertainty_score":0.003681183,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02129777124854875,"score_gpt":0.2369505215846844,"score_spread":0.2156527503361356,"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."}}