{"id":"W3009468677","doi":"10.1007/s11440-020-00946-4","title":"Pore pressure coefficient B for saturated geomaterials with compressible, isotropic and uniform solid and fluid phases","year":2020,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; York University","keywords":"Solid mechanics; Compressibility; Isotropy; Materials science; Pressure coefficient; Pore water pressure; Mechanics; Thermodynamics; Geotechnical engineering; Composite material; Geology; Physics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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":[0.00004233179,0.000166725,0.0002348655,0.00003297261,0.00009417781,0.00006652244,0.00009995986,0.00009514474,0.00000911308],"category_scores_gemma":[0.00001293232,0.0001359934,0.00001801316,0.00007506938,0.00001689065,0.00008614852,0.00006814486,0.00008041997,3.369143e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000006062065,"about_ca_system_score_gemma":0.00001268426,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005697861,"about_ca_topic_score_gemma":0.000001338625,"domain_scores_codex":[0.9992997,0.000005062853,0.0001731766,0.000215851,0.00008336089,0.0002228714],"domain_scores_gemma":[0.9996453,0.00002510541,0.00003553111,0.0001459216,0.00004023579,0.0001078904],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001321763,0.00002361083,0.000003655925,0.0004541147,0.000125387,0.000007342586,0.0002110713,0.1687773,0.8252484,0.0002811689,0.00269041,0.002045374],"study_design_scores_gemma":[0.0007932362,0.0002367094,0.0000151289,0.00007893511,0.00007824769,0.00001827365,0.00003693345,0.8825868,0.07879283,0.00005330653,0.03708161,0.0002280429],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.899944,0.002232268,0.09509795,0.0006262806,0.0001088725,0.0009412901,0.0001843883,0.000716435,0.0001484762],"genre_scores_gemma":[0.9975964,0.0004332794,0.001679019,0.0001134621,0.00005378476,0.00003535549,0.00003895187,0.00003670215,0.00001300069],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7464556,"threshold_uncertainty_score":0.5545648,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0137183773281274,"score_gpt":0.2177390322171978,"score_spread":0.2040206548890705,"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."}}