{"id":"W4296579761","doi":"10.1139/cgj-2022-0278","title":"Drained expansion responses of a cylindrical cavity under biaxial in situ stresses: numerical investigation with implementation of anisotropic S-CLAY1 model","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Finite element method; Anisotropy; Materials science; Subroutine; Structural engineering; Stress (linguistics); In situ; Mechanics; Thermal expansion; Geotechnical engineering; Geology; Engineering; Computer science; Composite material; Physics","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":[0.0002257805,0.0001674705,0.0002985545,0.0004720863,0.0001147214,0.00001943098,0.0002405507,0.0001233539,0.000165088],"category_scores_gemma":[0.00006318571,0.0001622891,0.00007485213,0.0005646129,0.00007960478,0.0001049127,0.00003855418,0.0008105131,2.936341e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005712489,"about_ca_system_score_gemma":0.0007177834,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004244958,"about_ca_topic_score_gemma":0.005397529,"domain_scores_codex":[0.9984669,0.00009207681,0.0005228559,0.0001668301,0.0003932039,0.0003581289],"domain_scores_gemma":[0.9992369,0.00009419342,0.0001002249,0.0001880216,0.00006080438,0.0003198672],"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":[0.00004860608,0.00001412136,0.0001634405,0.00002060377,0.00001927996,0.00002971973,0.0001097753,0.9832594,0.01421909,0.000631328,0.0002109141,0.001273666],"study_design_scores_gemma":[0.001873378,0.0007895767,0.0393122,0.00009375359,0.0000536293,0.000384476,0.0009498286,0.9456255,0.003618452,0.006309732,0.0004817494,0.0005077373],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9244773,0.00006604398,0.07457983,0.000384544,0.00007469788,0.0001653406,0.0001558896,0.00006193466,0.00003446266],"genre_scores_gemma":[0.9978314,0.00001034153,0.001984681,0.00005644738,0.00002801755,0.00002087286,0.00003404527,0.0000279762,0.000006197753],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07335416,"threshold_uncertainty_score":0.6617959,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0119753134254011,"score_gpt":0.2296132324192681,"score_spread":0.217637918993867,"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."}}