{"id":"W2128885043","doi":"10.1139/t09-056","title":"On the undrained unloading behaviour of gassy sands","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pore water pressure; Geotechnical engineering; Geology; Stress path; Effective stress; Soil water; Overburden pressure; Stress (linguistics); Saturation (graph theory); Landslide; Drawdown (hydrology); Submarine; Groundwater; Soil science; Aquifer; Petrology","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"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":[0.0001111114,0.0002372957,0.0001594039,0.0003317622,0.0002359364,0.0002332303,0.0001689997,0.0002134396,0.001228065],"category_scores_gemma":[0.000341022,0.0001484966,0.000118403,0.0002507967,0.000636069,0.0002544173,0.0003015136,0.000251227,0.000126713],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001717953,"about_ca_system_score_gemma":0.0001360413,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002011122,"about_ca_topic_score_gemma":0.004360933,"domain_scores_codex":[0.9998707,0.00001245338,0.00001041228,0.000023034,0.00004833578,0.00003511164],"domain_scores_gemma":[0.9996819,0.00006067796,0.00008462952,0.00004732861,0.00007237669,0.00005313438],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.000222751,0.00002617334,0.005881121,0.0000320675,0.000006487926,0.0003426546,0.0002848388,0.0009824426,0.989664,0.00006328354,0.00001586523,0.00247822],"study_design_scores_gemma":[0.00001213584,0.0006928521,0.1713177,0.00001542349,0.00002063545,0.0004485789,0.001103245,0.005978443,0.8193297,0.0001559361,0.0008952113,0.0000302518],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995801,0.00003596614,0.000195004,0.00000397424,0.000001266465,0.000002170037,0.00002672211,0.000005122324,0.0001497216],"genre_scores_gemma":[0.999527,0.00003597024,0.0001439972,0.000006550042,8.486263e-7,0.000002446498,0.00005348898,0.000003451458,0.0002264299],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002011122,"threshold_uncertainty_score":0.00410831,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007063354912813192,"score_gpt":0.1932929832132204,"score_spread":0.1862296283004072,"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."}}