{"id":"W2760429620","doi":"10.1139/cgj-2017-0015","title":"Effect of initial pore pressure on undrained shear behaviour of fine-grained gassy soil","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":76,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Shearing (physics); Pore water pressure; Geology; Shear (geology); Seabed; Submarine pipeline; Dissipation; Petrology","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003046798,0.0003865989,0.0002121146,0.0002410776,0.0001721006,0.0003318944,0.0001995424,0.0003003176,0.001147282],"category_scores_gemma":[0.0006634064,0.0002080516,0.0001582586,0.0002937538,0.0005061663,0.0003917035,0.0003043207,0.0005543903,0.00009624777],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002263189,"about_ca_system_score_gemma":0.0001829474,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001064263,"about_ca_topic_score_gemma":0.002129872,"domain_scores_codex":[0.9997709,0.00002318084,0.00003081084,0.00005031355,0.0000730302,0.00005167024],"domain_scores_gemma":[0.9994708,0.000153624,0.000162186,0.00004259591,0.00008267526,0.0000882261],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002492994,0.00003498355,0.001473667,0.00006155968,0.00001195555,0.0001193082,0.0001380882,0.0007537981,0.995203,0.00005760506,0.00002687169,0.001869868],"study_design_scores_gemma":[0.000009100527,0.0006588991,0.01834355,0.00001097599,0.00001787747,0.00007021363,0.0002701193,0.002069226,0.9778544,0.00003882594,0.0006392999,0.00001762807],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991949,0.0001587707,0.0002985037,0.00001198827,0.000005679582,0.000006344121,0.00007048123,0.00001410029,0.0002391325],"genre_scores_gemma":[0.9993683,0.0001093008,0.0002453692,0.00001315753,0.000001875719,0.000006603161,0.00005636869,0.000005391646,0.0001935575],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001147282,"threshold_uncertainty_score":0.003838003,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006891091902581643,"score_gpt":0.2398659039754125,"score_spread":0.2329748120728309,"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."}}