{"id":"W2060599390","doi":"10.1139/t04-019","title":"Disturbance effects in pressuremeter tests in clay","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Borehole; Geology; Triaxial shear test; Shear (geology); Shear stress; Strain hardening exponent; Stress–strain curve; Materials science; Deformation (meteorology); Composite material","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002071917,0.0001129807,0.0001551823,0.0002716536,0.00003842223,0.0000386493,0.0001904915,0.0001471932,0.000008194468],"category_scores_gemma":[0.00007593107,0.000114522,0.00004341023,0.0002028437,0.00000733603,0.00009465505,0.00001174781,0.0007440552,0.00000914334],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005944199,"about_ca_system_score_gemma":0.000147065,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003556044,"about_ca_topic_score_gemma":0.04044727,"domain_scores_codex":[0.9990705,0.00001343211,0.0002352239,0.0001146073,0.0001114509,0.0004547903],"domain_scores_gemma":[0.999458,0.00002116825,0.00001535161,0.0001271126,0.00001637092,0.0003620242],"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":[0.000001929038,0.000008533142,0.0001610152,0.00001867453,0.000004913716,0.000532216,0.00004490423,0.9925694,0.002356525,0.0004592385,0.0001598949,0.003682744],"study_design_scores_gemma":[0.007027049,0.0003174521,0.05729994,0.003190181,0.0000448457,0.00138735,0.00004015044,0.7815717,0.009972896,0.1068192,0.03014236,0.00218682],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9265364,0.00294133,0.06770956,0.0007273553,0.0008550011,0.0003316876,0.000005777548,0.00009980993,0.0007930159],"genre_scores_gemma":[0.9989228,0.00006452262,0.0007095575,0.0001761514,0.00008465126,0.000008901289,7.139679e-7,0.00002342512,0.000009311329],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2109977,"threshold_uncertainty_score":0.977062,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008320894715457465,"score_gpt":0.2004276882126582,"score_spread":0.1921067934972008,"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."}}