{"id":"W2113285657","doi":"10.1139/t09-049","title":"Yield stress, volume change, and shear strength behaviour of unsaturated soils: validation of the SFG model","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Soil water; Geotechnical engineering; Shear (geology); Shear stress; Suction; Volume (thermodynamics); Yield (engineering); Slurry; Geology; Mathematics; Materials science; Soil science; Thermodynamics; 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":[0.0001135077,0.000120427,0.0001727626,0.0001293814,0.00007417876,0.00002895708,0.0001997177,0.0002124138,0.00002780258],"category_scores_gemma":[0.00005238441,0.00009449237,0.00006749536,0.0002409724,0.00005384839,0.0001286426,0.000009630328,0.0005528845,7.346381e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007742651,"about_ca_system_score_gemma":0.0001307832,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002108637,"about_ca_topic_score_gemma":0.001373417,"domain_scores_codex":[0.9991901,0.00001917359,0.0002841706,0.00009019662,0.0001617243,0.0002546487],"domain_scores_gemma":[0.9993797,0.00001479869,0.00006875784,0.0001743426,0.00009283341,0.0002695679],"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":[0.00003550414,0.00009184266,0.00649147,0.00007633281,0.0001124836,0.00005737639,0.0006470762,0.8956782,0.009458207,0.0005549776,0.01047656,0.07631993],"study_design_scores_gemma":[0.0005271001,0.0001593735,0.0999796,0.00047755,0.0001244496,0.000135335,0.0001175934,0.8787317,0.01806621,0.0008736515,0.0004105439,0.0003969355],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9974108,0.0005639071,0.0004458608,0.0009412266,0.000170266,0.0001223259,0.0001061361,0.00004051515,0.000198903],"genre_scores_gemma":[0.9994789,0.0001473478,0.0001509979,0.00008504698,0.00007919352,0.000001519071,0.000005955304,0.00001281409,0.00003824033],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09348813,"threshold_uncertainty_score":0.3853287,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02047427927288161,"score_gpt":0.2061268410101805,"score_spread":0.1856525617372989,"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."}}