{"id":"W2162474061","doi":"10.1139/t08-108","title":"Effect of flow rules and elastic strains on pressuremeter test results in dense sand","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Geotechnical engineering; Flow (mathematics); Plane stress; Deformation (meteorology); Geology; Stress–strain curve; Stress (linguistics); Mechanics; Finite element method; Structural engineering; Engineering; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003695955,0.0001945378,0.0002838969,0.0003234095,0.00004960351,0.00004784048,0.0001613728,0.0002432769,0.00001063496],"category_scores_gemma":[0.0007264295,0.000164279,0.00006466384,0.0001441206,0.00004901029,0.00005394571,0.00000651801,0.000844106,0.000002120777],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001171387,"about_ca_system_score_gemma":0.00004595271,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002131994,"about_ca_topic_score_gemma":0.0005124602,"domain_scores_codex":[0.9988971,0.00003524465,0.0003519989,0.0001496796,0.0001661346,0.0003997819],"domain_scores_gemma":[0.9990331,0.0002978647,0.00003022827,0.0001727545,0.00002081853,0.0004452368],"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":[0.00005123244,0.00001261844,0.00003356965,0.00004555768,0.00001950144,0.0002219693,0.00002587876,0.9421436,0.003187862,0.00009883087,0.0009058351,0.05325359],"study_design_scores_gemma":[0.005710466,0.006025406,0.1841247,0.001336827,0.0001446659,0.001849755,0.00001214842,0.7817324,0.005611441,0.004953595,0.007191548,0.001306965],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9898574,0.001190369,0.004826272,0.0009204355,0.0003609023,0.0003570748,0.000232739,0.0002344082,0.002020421],"genre_scores_gemma":[0.9994419,0.0000619194,0.0003343915,0.00004688295,0.00008088238,0.00000160433,0.000003723479,0.0000166645,0.00001202273],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1840912,"threshold_uncertainty_score":0.6699105,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005039963500535254,"score_gpt":0.1954432724001858,"score_spread":0.1904033088996505,"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."}}