{"id":"W2294223954","doi":"10.1002/nag.2506","title":"Poro‐elasto‐plastic response of an unconsolidated formation confined with stiff seal rocks under radial injection","year":2016,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Plasticity; Geology; Borehole; Mechanics; Geotechnical engineering; Pore water pressure; Geomechanics; Radial stress; Isotropy; Plane stress; Stress (linguistics); Shear (geology); Materials science; Deformation (meteorology); Finite element method; Structural engineering; Petrology; Engineering; Composite material","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009006585,0.0002391812,0.000232921,0.0002089578,0.0001767497,0.0002750776,0.000268802,0.000235456,0.0005902984],"category_scores_gemma":[0.0002326973,0.0001304773,0.000248196,0.000102371,0.0003872675,0.0001936429,0.0003896119,0.0002095687,0.00005116369],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002571819,"about_ca_system_score_gemma":0.0002018839,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003590766,"about_ca_topic_score_gemma":0.002802151,"domain_scores_codex":[0.9999443,0.000005397065,0.000004315635,0.00001062765,0.00001918494,0.0000161803],"domain_scores_gemma":[0.9999115,0.00002141039,0.000023512,0.00001044835,0.00001552202,0.00001766369],"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":[0.000592448,0.0001749579,0.02630205,0.00007828043,0.00005522028,0.001005205,0.0002844393,0.2379761,0.7257019,0.0004813489,0.00008040082,0.007267684],"study_design_scores_gemma":[0.00003429123,0.0009901642,0.05196181,0.00001013512,0.00003735784,0.0001630095,0.0003159009,0.7579411,0.1880538,0.0001707442,0.0002830718,0.00003866129],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991112,0.00000953057,0.0006458757,0.000005388044,0.000001296508,0.000002587222,0.00001466455,0.00001798672,0.0001914084],"genre_scores_gemma":[0.9996488,0.00000696205,0.0002247751,0.000002089852,3.4108e-7,0.000001530331,0.000009527144,0.000001685629,0.0001042532],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003590766,"threshold_uncertainty_score":0.007139742,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01714252496937624,"score_gpt":0.3245587230753262,"score_spread":0.3074161981059499,"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."}}