{"id":"W4388280723","doi":"10.1139/cgj-2023-0141","title":"The influence of soil fabric on the monotonic and cyclic shear behaviour of consolidated and compacted specimens","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"University of Wollongong; Australian Research Council; University of Technology Sydney; Australian Government","keywords":"Shearing (physics); Materials science; Geotechnical engineering; Consolidation (business); Compaction; Shear (geology); Subgrade; Monotonic function; Composite material; Anisotropy; Hardening (computing); Dilatant; Direct shear test; Softening; Isotropy; Pore water pressure; Geology; Mathematics","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":[0.0001981527,0.0002676412,0.000130365,0.0003589987,0.000151855,0.000251211,0.0001154079,0.0001555765,0.001255352],"category_scores_gemma":[0.0004201308,0.0002015803,0.0001017992,0.0002729971,0.0004566299,0.0001591647,0.0001791108,0.0002397746,0.0001006814],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001474273,"about_ca_system_score_gemma":0.0001504578,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001406782,"about_ca_topic_score_gemma":0.006130341,"domain_scores_codex":[0.9998776,0.00001041129,0.0000151159,0.00002503971,0.00004403236,0.00002781879],"domain_scores_gemma":[0.99967,0.0000552048,0.00008978484,0.00005341639,0.00007562617,0.00005596286],"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":[0.0001132187,0.00001626615,0.003422892,0.0000278467,0.000005912693,0.00008417183,0.00009588462,0.0003737294,0.9931819,0.00002900302,0.00001001376,0.002639163],"study_design_scores_gemma":[0.0000057929,0.0005800198,0.1564213,0.00001562282,0.00002710862,0.0003492792,0.0004013155,0.001712227,0.8396551,0.00003068892,0.0007863339,0.00001516193],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987653,0.0001106426,0.00067125,0.000003882073,0.000003429059,0.000006921989,0.00007541139,0.00001282038,0.0003503308],"genre_scores_gemma":[0.998396,0.000074722,0.0009071138,0.000007683882,0.00000102313,0.000007874417,0.0001078251,0.00001001647,0.0004875735],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001406782,"threshold_uncertainty_score":0.004199624,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008444581478135893,"score_gpt":0.2114914140095285,"score_spread":0.2030468325313926,"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."}}